Saudi Archirodon Ltd.
Jeddah Islamic Port – Jeddah South Container Terminal
Upgrade
Geotechnical Factual Report
ACTS/KSA/Q‐14728/21/Rev.02
30/08/2021
Document Control
Client Name:
Saudi Archirodon Ltd.
Project Name:
Jeddah Islamic Port – Jeddah South Container Terminal Upgrade
Report Title:
Geotechnical Factual Report
Report Ref.:
ACTS/KSA/Q‐14728/21/Rev.02
Details of Issue:
Initial Report – For Information
Date:
30/08/2021
Document Checking:
Revision
Date
Prepared By:
Checked By:
Approved By:
00
02.08.2021
Omar Sraj
Ola Bou Ghannam
Elie Khairallah
01
13.08.2021
Yasmina Serhal
Ola Bou Ghannam
Elie Khairallah
02
30.08.2021
Mohamad Safa
Ola Bou Ghannam
Elie Khairallah
Saudi Archirodon Ltd.
Geotechnical Factual Report
Jeddah Islamic Port – Jeddah South Container Terminal Upgrade
Contents
1.
INTRODUCTION ................................................................................................................................. 3
1.1.
General .......................................................................................................................................... 3
1.2.
Project & Site Description ............................................................................................................. 3
2.
FIELD WORKS .................................................................................................................................... 4
2.1.
Summary of Field Works ............................................................................................................... 6
2.2.
Project Resources and Organization ............................................................................................. 6
2.3.
Surveying – Setting Out................................................................................................................. 6
2.4.
Drilling of Boreholes ...................................................................................................................... 6
2.5.
Sampling ........................................................................................................................................ 6
2.5.1.
SPT Samples .......................................................................................................................... 7
2.5.2.
Rock Core Samples ................................................................................................................ 7
2.6.
Logging Procedure ........................................................................................................................ 7
2.7.
Backfilling of the boreholes .......................................................................................................... 7
3.
IN‐SITU TESTS .................................................................................................................................... 8
3.1.
4.
Standard Penetration Test ............................................................................................................ 8
LABORATORY TESTING .................................................................................................................... 16
4.1.
General ........................................................................................................................................ 16
5.
REGIONAL GEOLOGY ....................................................................................................................... 17
6.
GROUND MODEL............................................................................................................................. 18
6.1.
General ........................................................................................................................................ 18
7.
GENERAL NOTES.............................................................................................................................. 19
8.
REFERENCES & DEFINITIONS ........................................................................................................... 20
Tables
Table 1: Borehole Details ................................................................................................................. 4
Table 2: SPT Corrected Values ......................................................................................................... 8
Table 3: List of Laboratory Tests .................................................................................................... 16
Figures
Figure 1: Project Site Location from Google Earth .......................................................................... 3
Figure 2: Borehole locations from Google Earth ............................................................................. 5
Figure 3: Regional Geology of Kingdom of Jeddah/Mekkah Area ................................................. 17
ACTS/KSA/Q‐14728/21/Rev.02
Table of Content
Saudi Archirodon Ltd.
Geotechnical Factual Report
Jeddah Islamic Port – Jeddah South Container Terminal Upgrade
Appendices
Appendix A:
Appendix B:
Appendix C:
Appendix D:
Appendix E:
Appendix F:
Appendix G:
Borehole Site Map
Borehole Logs
Core box Photos
Geological Cross Section
Rigs Calibration Certificates
Laboratory Test Results
Various Plots
ACTS/KSA/Q‐14728/21/Rev.02
Table of Content
Saudi Archirodon Ltd.
Geotechnical Factual Report
Jeddah Islamic Port – Jeddah South Container Terminal Upgrade
1.
INTRODUCTION
1.1.
General
At the request of Saudi Archirodon Ltd., Advanced Construction Technology Services (ACTS) have
carried out a ground investigation campaign at the “Jeddah Islamic Port – Jeddah South
Container Terminal Upgrade” project. The project site area is located Jeddah, Kingdom of Saudi
Arabia. The field works commenced on May 30th, 2021 and were completed on August 06th, 2021.
This geotechnical report covers the factual data collected from the site works and the laboratory
tests. The purpose of this investigation is to obtain detailed information about the surface and
subsurface strata along with their geological conditions, physical and chemical properties based
on the in‐situ collected data and the results of the laboratory tests performed on selected
samples.
1.2.
Project & Site Description
The project is part of the existing Islamic Port. The project comprises Refurbishment of existing
livestock quay wall, deepening the existing main quay wall and refurbishment of the livestock and
main yards. The site project is located in Jeddah, Kingdom of Saudi Arabia. The project area is
moderately flat and has an elevation varying between +3.45m and +2.78m MSL. Figure 1 below
represents an aerial view of the project site locations from Google Earth.
Figure 1: Project Site Location from Google Earth
ACTS/KSA/Q‐14728/21/Rev.02
Page | 3
Saudi Archirodon Ltd.
Geotechnical Factual Report
Jeddah Islamic Port – Jeddah South Container Terminal Upgrade
2.
FIELD WORKS
The field works for the proposed project comprised of drilling Sixteen (16) Nos. of boreholes to a
depth between 33 and 78 meters. The list of exploratory holes along with their respective as‐built
coordinates, elevations and depths are presented in Table 1.
Table 1: Borehole Details
BH No.
Start Date
End Date
LBH‐101
LBH‐102
LBH‐103
LBH‐104
LBH‐105
LBH‐106
LBH‐107
LBH‐108
LBH‐109
LBH‐201
LBH‐202
LBH‐203
LBH‐204
LBH‐205
LBH‐206
LBH‐207
07‐06‐2021
06‐15‐2021
07‐13‐2021
07‐28‐2021
07‐27‐2021
07‐11‐2021
06‐28‐2021
06‐02‐2021
07‐25‐2021
05‐30‐2021
06‐28‐2021
07‐28‐2021
07‐08‐2021
07‐01‐2021
06‐25‐2021
06‐02‐2021
07‐11‐2021
06‐27‐2021
07‐24‐2021
08‐04‐2021
08‐06‐2021
07‐25‐2021
07‐10‐2021
06‐23‐2021
07‐27‐2021
06‐14‐2021
07‐05‐2021
08‐04‐2021
07‐12‐2021
07‐07‐2021
06‐29‐2021
06‐17‐2021
Easting
[m UTM]
516,019.78
516,216.73
516,433.39
516,496.32
516,434.84
516,346.9
516,320.30
516,293.79
516,382.04
516,093.82
516,344.93
516,524.23
516,430.58
516,384.93
516,323.33
516,289.81
Northing
[m UTM]
2,371,637.14
2,371,671.93
2,371,710.18
2,372,086.89
2,372,435.01
2,372,932.24
2,373,083.19
2,373,234.18
2,371,509.25
2,371,672.14
2,371,716.52
2,371,792.91
2,372,321.02
2,372,582.06
2,372,930.71
2,373,159.37
Elevation
[m MSL]
2.83
2.78
2.94
3.45
3.31
3.32
3.26
3.28
2.82
2.85
2.80
3.40
3.34
3.20
3.24
3.26
Depth
[m]
47.95
73.00
48.00
48.00
48.5
48.5
48.45
48.00
33.00
48.00
47.45
53.00
53.00
78.00
53.00
53.00
The locations of the boreholes are presented in the Figure 2 below. A site map is presented in
Appendix A.
ACTS/KSA/Q‐14728/21/Rev.02
Page | 4
Saudi Archirodon Ltd.
Geotechnical Factual Report
Jeddah Islamic Port – Jeddah South Container Terminal Upgrade
Figure 2: Borehole locations from Google Earth
ACTS/KSA/Q‐14728/21/Rev.02
Page | 5
Saudi Archirodon Ltd.
Geotechnical Factual Report
Jeddah Islamic Port – Jeddah South Container Terminal Upgrade
2.1.
Summary of Field Works
The site works completed on the project site are summarized as follows:
A. Drilling ten (16) Nos. of boreholes using rotary coring techniques down to a depth between
33 m and 78 m each below the existing ground level with soil and rock sampling.
B. Soil and rock sampling in boreholes to obtain core samples having a diameter of 83 mm.
C. Carrying out standard penetration tests (SPT) in drilled boreholes when applicable.
D. Backfilling the boreholes with material arising from the drilling operations.
2.2.
Project Resources and Organization
In order to complete the above scope, ACTS mobilized three (03) drilling rigs to the project site
along with the necessary tools and competent personnel in order to supervise, coordinate the
site activities and to carry out the required in‐situ tests, if any. The rigs selected for this operation
were B48 C, B48 G and B48 E equipped with an automatic SPT hammer and a wire‐line system for
rock core and soil samples retrieval.
2.3.
Surveying – Setting Out
The coordinates of the exploratory holes were provided and specified by the client Saudi
Archirodon Ltd.. Setting out of each borehole was carried out by ACTS in accordance with ASTM
D420‐18 using a DGPS system with an accuracy less than 30 cm did setting out at each location.
The above survey is in accordance with Universal Transverse Mercator (UTM) for the reported
horizontal coordinates. Elevations are relative to Mean Sea Level (MSL)
2.4.
Drilling of Boreholes
Regular sampling was carried out in soil and continuous coring in the rock was carried out using
an HQ type triple core barrel with a double‐tube barrel and a split inner barrel (with the use of
appropriate bits to prevent the washing of erodible material during coring and maintaining best
recovery possible). The retrieval of the samples was done using a wireline system. Fresh non‐
saline water was used as a flushing medium. The casing was used to support the borehole sides
to prevent any collapse when required.
The final borehole depth as well as the groundwater table level were measured and verified
during and at the end of each boring using a dip meter.
2.5.
Sampling
Sampling of soil, rock and groundwater was carried out in accordance with BS 5930: 2015. The
project number, borehole number, depth of sample, and the date of sampling labeled the
retrieved samples. The retrieved samples were transferred to ACTS’ Warehouse upon completion
of each borehole.
ACTS/KSA/Q‐14728/21/Rev.02
Page | 6
Saudi Archirodon Ltd.
Geotechnical Factual Report
Jeddah Islamic Port – Jeddah South Container Terminal Upgrade
2.5.1.
SPT Samples
Standard penetration test (SPT) was carried out in accordance with BS EN ISO 22476‐3. The
disturbed soil samples retrieved from the split spoon were placed immediately in airtight plastic
bags for classification purposes. The weight of these samples was varying depending on the
length penetrated and the quantity retrieved from the split spoon.
2.5.2.
Rock Core Samples
Upon removal of the inner split barrel, the core was placed in a core box such that the cores are
retained in position. The retrieved cores were wrapped with thick layers of plastic cling film. The
core depths (Top and Base) were marked on the core box. Wooden spacers were placed at the
top and base of each core run. The cores were examined and logged in accordance with BS
5930:2015 (Code of practice for site investigation), BS EN ISO 14689‐1 and Clarke, A.R and Walker,
B.F (A proposed Scheme for the classification and nomenclature for use in the engineering
description of Middle East sedimentary rock). In addition, Total Core Recovery (TCR), Solid Core
Recovery (SCR) and Rock Quality Designation (RQD) were measured on site.
Upon receipt of the client’s approval, the core boxes were transported to ACTS’ Warehouse for
storage purposes and to protect them against sunlight, drying and vibration. Afterwards then the
core boxes were photographed using a digital camera. The photographs were taken with legible
identification labels, scale and a standard color reference chart clearly visible.
2.6.
Logging Procedure
The logging and description of soil and rock samples was carried out in accordance with BS
5930:2015 (Code of practice for site investigation), BS EN ISO 14688 for soil, BS EN ISO 14689‐1
for rock and Clarke, A.R and Walker, B.F (A proposed Scheme for the classification and
nomenclature for use in the engineering description of Middle East sedimentary rock). Typical
sample description as follow: strength, structure (bedding thickness), color, texture, rock type,
weathering, carbonate content, discontinuity description. The borehole logs, core box photos and
geological cross section are presented in Appendix B, C & D
2.7.
Backfilling of the boreholes
Upon completion of the field works, the boreholes, when possible, were backfilled with material
arising from the drilling operations.
ACTS/KSA/Q‐14728/21/Rev.02
Page | 7
Saudi Archirodon Ltd.
Geotechnical Factual Report
Jeddah Islamic Port – Jeddah South Container Terminal Upgrade
3.
IN‐SITU TESTS
3.1.
Standard Penetration Test
Standard Penetration Test (SPT) was carried out mostly in the superficial deposits when
encountered as well as on rock strata, where low core recovery and very poor RQD’s were
encountered. The test was carried out in accordance with BS EN ISO 22476‐3 to assess the relative
densities of the ground materials. The SPT hammers used were of the type incorporating an
automatic trip mechanism to ensure free fall. When the test was performed in gravelly material
or highly to completely weathered rock, a 60° cone replaced the driving shoe of the split spoon
sampler.
The SPT’s were corrected for the hammer efficiency based on the equation below:
𝑁
.Ƞ .Ƞ .Ƞ .Ƞ
(Equation 1)
Where:
N
SPT blows for the 300mm, N field
ȠH
Hammer Efficiency = 85% (Rigs Calibration Certificates presented in Appendix E)
ȠB
Correction for Borehole Diameter, equals to 1
ȠS
Sampler Correction, equals to 1
ȠR
Correction for Rod length, varies with depth
Table 2: SPT Corrected Values
BH No.
LBH‐101
LBH‐101
LBH‐101
LBH‐101
LBH‐101
LBH‐101
LBH‐101
LBH‐101
LBH‐101
LBH‐101
LBH‐101
LBH‐101
LBH‐101
LBH‐101
LBH‐101
LBH‐101
LBH‐101
LBH‐101
LBH‐101
LBH‐101
LBH‐101
ACTS/KSA/Q‐14728/21/Rev.02
Depth (m)
0.75
1.50
2.25
3.00
3.75
4.50
9.00
10.50
12.00
13.50
15.00
16.50
18.00
19.50
21.00
22.50
26.00
29.50
31.00
32.50
34.00
Elevation (mRC)
2.08
1.33
0.58
‐0.17
‐0.92
‐1.67
‐6.17
‐7.67
‐9.17
‐10.67
‐12.17
‐13.67
‐15.17
‐16.67
‐18.17
‐19.67
‐23.17
‐26.67
‐28.17
‐29.67
‐31.17
N60
14
7
6
12
11
13
26
12
11
13
13
17
16
18
18
16
43
17
17
24
20
Page | 8
Saudi Archirodon Ltd.
Geotechnical Factual Report
Jeddah Islamic Port – Jeddah South Container Terminal Upgrade
BH No.
LBH‐101
LBH‐101
LBH‐101
LBH‐101
LBH‐101
LBH‐101
LBH‐101
LBH‐101
LBH‐101
LBH‐102
LBH‐102
LBH‐102
LBH‐102
LBH‐102
LBH‐102
LBH‐102
LBH‐102
LBH‐102
LBH‐102
LBH‐102
LBH‐102
LBH‐102
LBH‐102
LBH‐102
LBH‐102
LBH‐102
LBH‐102
LBH‐102
LBH‐102
LBH‐102
LBH‐102
LBH‐102
LBH‐102
LBH‐102
LBH‐102
LBH‐102
LBH‐102
LBH‐102
LBH‐102
LBH‐102
LBH‐102
LBH‐102
LBH‐102
LBH‐102
LBH‐102
LBH‐102
ACTS/KSA/Q‐14728/21/Rev.02
Depth (m)
35.50
37.00
38.50
40.00
41.50
43.00
44.50
46.00
47.50
1.50
2.25
3.00
3.75
4.50
6.00
8.50
10.00
11.50
13.00
18.00
21.00
23.00
25.00
27.00
28.50
30.00
31.50
33.00
35.50
37.00
38.50
40.00
41.50
43.00
44.50
46.50
51.00
53.50
55.00
56.50
58.00
59.50
61.00
62.50
64.00
65.50
Elevation (mRC)
‐32.67
‐34.17
‐35.67
‐37.17
‐38.67
‐40.17
‐41.67
‐43.17
‐44.67
1.28
0.53
‐0.22
‐0.97
‐1.72
‐3.22
‐5.72
‐7.22
‐8.72
‐10.22
‐15.22
‐18.22
‐20.22
‐22.22
‐24.22
‐25.72
‐27.22
‐28.72
‐30.22
‐32.72
‐34.22
‐35.72
‐37.22
‐38.72
‐40.22
‐41.72
‐43.72
‐48.22
‐50.72
‐52.22
‐53.72
‐55.22
‐56.72
‐58.22
‐59.72
‐61.22
‐62.72
N60
26
23
28
28
30
28
43
20
23
7
10
33
32
18
18
32
14
26
18
21
27
27
28
20
28
36
24
27
17
27
26
36
24
20
30
36
36
33
11
21
16
16
23
28
27
33
Page | 9
Saudi Archirodon Ltd.
Geotechnical Factual Report
Jeddah Islamic Port – Jeddah South Container Terminal Upgrade
BH No.
LBH‐102
LBH‐102
LBH‐102
LBH‐102
LBH‐102
LBH‐103
LBH‐103
LBH‐103
LBH‐103
LBH‐103
LBH‐103
LBH‐103
LBH‐103
LBH‐103
LBH‐103
LBH‐103
LBH‐103
LBH‐103
LBH‐103
LBH‐103
LBH‐103
LBH‐103
LBH‐103
LBH‐103
LBH‐103
LBH‐103
LBH‐103
LBH‐104
LBH‐104
LBH‐104
LBH‐104
LBH‐104
LBH‐104
LBH‐104
LBH‐104
LBH‐104
LBH‐104
LBH‐104
LBH‐104
LBH‐104
LBH‐104
LBH‐104
LBH‐104
LBH‐104
LBH‐104
LBH‐104
ACTS/KSA/Q‐14728/21/Rev.02
Depth (m)
67.00
68.50
70.00
71.50
72.50
1.50
2.25
3.00
3.75
4.50
10.50
12.00
13.5.0
15.00
25.50
27.00
28.50
34.00
35.50
37.00
38.50
40.00
41.50
43.00
44.50
46.00
47.50
0.75
1.50
2.25
3.00
3.75
4.50
6.00
7.50
21.00
22.50
24.00
25.50
27.00
28.50
31.50
33.00
34.50
36.00
37.50
Elevation (mRC)
‐64.22
‐65.72
‐67.22
‐68.72
‐69.72
1.44
0.69
‐0.06
‐0.81
‐1.56
‐7.56
‐9.06
‐10.56
‐12.06
‐22.56
‐24.06
‐25.56
‐31.06
‐32.56
‐34.06
‐35.56
‐37.06
‐38.56
‐40.06
‐41.56
‐43.06
‐44.56
2.70
1.95
1.20
0.45
‐0.30
‐1.05
‐2.55
‐4.05
‐17.55
‐19.05
‐20.55
‐22.05
‐23.55
‐25.05
‐28.05
‐29.55
‐31.05
‐32.55
‐34.05
N60
24
31
26
28
23
6
10
15
14
13
7
16
17
20
18
50
57
37
27
21
24
43
53
45
47
44
47
31
20
22
9
14
15
14
26
26
30
14
18
27
28
21
24
31
40
41
Page | 10
Saudi Archirodon Ltd.
Geotechnical Factual Report
Jeddah Islamic Port – Jeddah South Container Terminal Upgrade
BH No.
LBH‐105
LBH‐105
LBH‐105
LBH‐105
LBH‐105
LBH‐105
LBH‐105
LBH‐105
LBH‐105
LBH‐105
LBH‐105
LBH‐105
LBH‐105
LBH‐105
LBH‐105
LBH‐105
LBH‐105
LBH‐105
LBH‐105
LBH‐105
LBH‐105
LBH‐105
LBH‐106
LBH‐106
LBH‐106
LBH‐106
LBH‐106
LBH‐106
LBH‐106
LBH‐106
LBH‐106
LBH‐106
LBH‐106
LBH‐106
LBH‐106
LBH‐106
LBH‐106
LBH‐106
LBH‐106
LBH‐106
LBH‐106
LBH‐106
LBH‐106
LBH‐106
LBH‐106
LBH‐106
ACTS/KSA/Q‐14728/21/Rev.02
Depth (m)
0.75
1.50
2.25
3.00
3.75
7.50
9.00
12.00
13.50
19.50
22.50
24.00
25.50
31.50
33.00
36.00
40.50
42.00
43.50
45.00
46.50
48.00
0.75
1.50
2.25
3.00
3.75
4.50
6.00
7.50
9.00
10.50
12.00
13.50
15.00
16.50
18.00
21.00
22.50
30.00
31.50
37.50
39.00
40.50
42.00
43.50
Elevation (mRC)
2.56
1.81
1.06
0.31
‐0.44
‐4.19
‐5.69
‐8.69
‐10.19
‐16.19
‐19.19
‐20.69
‐22.19
‐28.19
‐29.69
‐32.69
‐37.19
‐38.69
‐40.19
‐41.69
‐43.19
‐44.69
2.57
1.82
1.07
0.32
‐0.43
‐1.18
‐2.68
‐4.18
‐5.68
‐7.18
‐8.68
‐10.18
‐11.68
‐13.18
‐14.68
‐17.68
‐19.18
‐26.68
‐28.18
‐34.18
‐35.68
‐37.18
‐38.68
‐40.18
N60
16
14
15
14
12
9
9
23
24
71
23
24
20
23
71
71
17
17
21
17
26
23
12
17
11
12
10
13
11
12
16
15
17
17
13
16
18
14
14
16
18
20
17
18
17
18
Page | 11
Saudi Archirodon Ltd.
Geotechnical Factual Report
Jeddah Islamic Port – Jeddah South Container Terminal Upgrade
BH No.
LBH‐106
LBH‐106
LBH‐106
LBH‐107
LBH‐107
LBH‐107
LBH‐107
LBH‐107
LBH‐107
LBH‐107
LBH‐107
LBH‐107
LBH‐107
LBH‐107
LBH‐107
LBH‐107
LBH‐107
LBH‐107
LBH‐107
LBH‐107
LBH‐107
LBH‐107
LBH‐107
LBH‐107
LBH‐107
LBH‐107
LBH‐108
LBH‐108
LBH‐108
LBH‐108
LBH‐108
LBH‐108
LBH‐108
LBH‐108
LBH‐108
LBH‐108
LBH‐108
LBH‐108
LBH‐108
LBH‐108
LBH‐108
LBH‐108
LBH‐108
LBH‐108
LBH‐108
LBH‐108
ACTS/KSA/Q‐14728/21/Rev.02
Depth (m)
45.00
46.50
48.00
0.75
1.50
2.25
3.00
3.75
4.50
6.00
7.50
9.00
27.00
28.50
30.00
31.50
33.00
36.00
37.50
39.00
40.50
42.00
43.50
45.00
46.50
48.00
0.50
1.50
2.25
3.00
3.75
4.50
6.00
7.50
9.00
10.50
12.00
16.50
18.00
19.50
21.00
24.00
27.00
28.50
30.00
37.50
Elevation (mRC)
‐41.68
‐43.18
‐44.68
2.51
1.76
1.01
0.26
‐0.49
‐1.24
‐2.74
‐4.24
‐5.74
‐23.74
‐25.24
‐26.74
‐28.24
‐29.74
‐32.74
‐34.24
‐35.74
‐37.24
‐38.74
‐40.24
‐41.74
‐43.24
‐44.74
2.78
1.78
1.03
0.28
‐0.47
‐1.22
‐2.72
‐4.22
‐5.72
‐7.22
‐8.72
‐13.22
‐14.72
‐16.22
‐17.72
‐20.72
‐23.72
‐25.22
‐26.72
‐34.22
N60
16
17
18
12
7
11
11
9
5
7
9
11
23
17
14
13
10
17
16
17
13
17
17
21
18
18
10
20
14
33
18
18
21
18
24
42
31
17
30
20
26
61
26
34
40
36
Page | 12
Saudi Archirodon Ltd.
Geotechnical Factual Report
Jeddah Islamic Port – Jeddah South Container Terminal Upgrade
BH No.
LBH‐108
LBH‐108
LBH‐108
LBH‐108
LBH‐108
LBH‐109
LBH‐109
LBH‐109
LBH‐109
LBH‐109
LBH‐109
LBH‐109
LBH‐109
LBH‐109
LBH‐109
LBH‐109
LBH‐109
LBH‐109
LBH‐109
LBH‐109
LBH‐109
LBH‐109
LBH‐109
LBH‐109
LBH‐109
LBH‐109
LBH‐109
LBH‐109
LBH‐201
LBH‐201
LBH‐201
LBH‐201
LBH‐201
LBH‐201
LBH‐201
LBH‐201
LBH‐201
LBH‐201
LBH‐201
LBH‐201
LBH‐201
LBH‐201
LBH‐201
LBH‐201
LBH‐201
LBH‐201
ACTS/KSA/Q‐14728/21/Rev.02
Depth (m)
39.00
40.50
42.00
43.50
45.00
1.50
2.25
3.00
3.95
4.50
6.00
7.50
9.00
10.50
12.00
13.50
15.00
16.50
18.00
19.50
21.00
22.50
24.00
25.50
27.00
28.50
30.00
31.50
15.00
16.50
19.50
24.50
26.00
27.50
29.00
30.50
32.00
33.50
35.00
36.50
38.00
39.50
41.00
44.00
45.50
47.00
Elevation (mRC)
‐35.72
‐37.22
‐38.72
‐40.22
‐41.72
1.32
0.57
‐0.18
‐1.13
‐1.68
‐3.18
‐4.68
‐6.18
‐7.68
‐9.18
‐10.68
‐12.18
‐13.68
‐15.18
‐16.68
‐18.18
‐19.68
‐21.18
‐22.68
‐24.18
‐25.68
‐27.18
‐28.68
‐12.15
‐13.65
‐16.65
‐21.65
‐23.15
‐24.65
‐26.15
‐27.65
‐29.15
‐30.65
‐32.15
‐33.65
‐35.15
‐36.65
‐38.15
‐41.15
‐42.65
‐44.15
N60
30
28
26
26
34
15
20
13
14
23
7
12
14
14
31
27
41
47
31
43
40
37
31
31
36
44
40
36
58
51
60
9
11
13
33
40
47
21
37
44
30
51
36
33
40
16
Page | 13
Saudi Archirodon Ltd.
Geotechnical Factual Report
Jeddah Islamic Port – Jeddah South Container Terminal Upgrade
BH No.
LBH‐202
LBH‐202
LBH‐202
LBH‐202
LBH‐202
LBH‐202
LBH‐202
LBH‐202
LBH‐202
LBH‐202
LBH‐203
LBH‐203
LBH‐203
LBH‐203
LBH‐203
LBH‐203
LBH‐203
LBH‐203
LBH‐203
LBH‐203
LBH‐203
LBH‐203
LBH‐204
LBH‐204
LBH‐204
LBH‐204
LBH‐204
LBH‐204
LBH‐204
LBH‐204
LBH‐204
LBH‐204
LBH‐204
LBH‐204
LBH‐204
LBH‐205
LBH‐205
LBH‐205
LBH‐205
LBH‐205
LBH‐205
LBH‐205
LBH‐205
LBH‐205
LBH‐205
LBH‐205
ACTS/KSA/Q‐14728/21/Rev.02
Depth (m)
17.00
29.00
30.50
32.00
33.50
35.00
36.50
38.00
45.50
47.00
32.00
33.50
35.00
36.50
38.00
39.50
41.00
42.50
44.00
45.50
47.00
48.50
17.00
29.00
30.50
33.50
35.00
41.00
42.50
44.00
45.50
47.00
48.50
50.00
51.50
18.50
20.00
35.00
39.50
41.00
42.50
44.00
45.50
47.00
48.50
50.00
Elevation (mRC)
‐14.20
‐26.20
‐27.70
‐29.20
‐30.70
‐32.20
‐33.70
‐35.20
‐42.70
‐44.20
‐28.60
‐30.10
‐31.60
‐33.10
‐34.60
‐36.10
‐37.60
‐39.10
‐40.60
‐42.10
‐43.60
‐45.10
‐13.66
‐25.66
‐27.16
‐30.16
‐31.66
‐37.66
‐39.16
‐40.66
‐42.16
‐43.66
‐45.16
‐46.66
‐48.16
‐15.30
‐16.80
‐31.80
‐36.30
‐37.80
‐39.30
‐40.80
‐42.30
‐43.80
‐45.30
‐46.80
N60
54
13
14
18
14
14
20
26
23
13
34
41
47
27
31
16
23
17
27
30
43
45
51
34
40
24
37
55
57
44
43
55
48
43
43
17
68
37
37
36
53
58
50
63
44
45
Page | 14
Saudi Archirodon Ltd.
Geotechnical Factual Report
Jeddah Islamic Port – Jeddah South Container Terminal Upgrade
BH No.
LBH‐205
LBH‐205
LBH‐205
LBH‐205
LBH‐205
LBH‐205
LBH‐205
LBH‐205
LBH‐205
LBH‐205
LBH‐205
LBH‐205
LBH‐205
LBH‐205
LBH‐206
LBH‐206
LBH‐206
LBH‐206
LBH‐206
LBH‐206
LBH‐206
LBH‐206
LBH‐206
LBH‐206
LBH‐206
LBH‐206
LBH‐206
LBH‐206
LBH‐207
LBH‐207
LBH‐207
LBH‐207
LBH‐207
LBH‐207
LBH‐207
LBH‐207
LBH‐207
LBH‐207
LBH‐207
LBH‐207
LBH‐207
LBH‐207
ACTS/KSA/Q‐14728/21/Rev.02
Depth (m)
51.50
53.00
54.50
56.00
63.50
65.00
66.50
68.00
69.50
71.00
72.50
74.00
75.50
77.00
16.30
17.50
19.00
35.50
37.00
38.50
40.00
41.50
43.00
44.50
47.50
49.00
50.50
52.00
17.50
19.00
20.50
37.00
38.50
40.00
41.50
43.00
44.50
46.00
47.50
49.00
50.50
52.00
Elevation (mRC)
‐48.30
‐49.80
‐51.30
‐52.80
‐60.30
‐61.80
‐63.30
‐64.80
‐66.30
‐67.80
‐69.30
‐70.80
‐72.30
‐73.80
‐13.06
‐14.26
‐15.76
‐32.26
‐33.76
‐35.26
‐36.76
‐38.26
‐39.76
‐41.26
‐44.26
‐45.76
‐47.26
‐48.76
‐14.24
‐15.74
‐17.24
‐33.74
‐35.24
‐36.74
‐38.24
‐39.74
‐41.24
‐42.74
‐44.24
‐45.74
‐47.24
‐48.74
N60
50
41
40
37
60
45
38
44
47
44
48
51
50
58
51
144
23
26
24
26
30
37
44
65
48
55
65
71
40
20
34
48
43
71
68
72
24
43
37
50
53
63
Page | 15
Saudi Archirodon Ltd.
Geotechnical Factual Report
Jeddah Islamic Port – Jeddah South Container Terminal Upgrade
4.
LABORATORY TESTING
4.1.
General
Upon completion of the site works, laboratory testing programs were prepared in accordance
with the project specifications and the approved Bill of Quantities. Afterwards, the testing
programs were provided to the laboratory along with the selected samples. All necessary
geotechnical laboratory testing was carried out on selected soil, rock and groundwater samples
recovered from the boreholes in order to determine the physical, chemical and strength
properties of the ground materials. The scope of laboratory testing with the used standard test
methods are summarized in Table 3 below.
Table 3: List of Laboratory Tests
Type
Test
Sieve Analysis
Soil
Rock
Chemical
Atterberg Limits
Moisture Content
Specific Gravity
Point Load Test
Unconfined Compressive Strength
of Intact Rock
Sulfate – Soil
Chloride – Soil
pH
Carbonate
Standard Test Method
ASTM D1140‐17, D2216‐10, D2487‐11
& D3282‐15
ASTM D4318
ASTM D 2216
ASTM D‐854
ASTM D5731
Quantity
ASTM D7012
11
BS1377‐3:1990 Clause 5
BS1377‐3:1990 Clause 5
ASTM D4972‐19
BS 1377‐3
15
15
15
05
29
29
29
12
26
All the laboratory test results along with their summaries are presented in Appendix F.
ACTS/KSA/Q‐14728/21/Rev.02
Page | 16
Saudi Archirodon Ltd.
Geotechnical Factual Report
Jeddah Islamic Port – Jeddah South Container Terminal Upgrade
5.
REGIONAL GEOLOGY
The area of investigation is located in Jeddah in the reclaimed area. The Reclaimed Fill Material
made up of igneous rock, coral Limestone and composite of boulders, cobbles and gravels with variable
inclusions of sands and silts. The surrounding area, based on the geological map shown below,
shows that the subsurface is on the interface of “Sand, Clay, Silt & Gravel Qu” and “Sabkhah and
Khabra deposits Qsb”. Qu formation is described as coastal‐plain surficial deposits behind and
including slightly rained coral reefs and Qsb is described as Silt, Clay, and Mudy sand.
Figure 3: Regional Geology of Kingdom of Jeddah/Mekkah Area
ACTS/KSA/Q‐14728/21/Rev.02
Page | 17
Saudi Archirodon Ltd.
Geotechnical Factual Report
Jeddah Islamic Port – Jeddah South Container Terminal Upgrade
6.
GROUND MODEL
6.1.
General
The information obtained from field works and laboratory testing indicates that the subsurface
stratigraphy generally consists of Five (05) geological units. They are briefly described below:
Reclaimed/Fill Material – Fill (1a): The layer encountered in all boreholes consists of Fill Material
made of composites of rock boulders, gravels and cobbles with variable inclusions of sands and
silts extending down to depths ranging from 29.0 to almost 38.0 meters below EGL. The fill
material when encountered was described at some locations as whitish to light greyish beige,
completely weathered boulders, cobbles, pebbles, gravels and rock fragments of coral Limestone
of calcareous origin with presence of some voids, fossils and shells, inter‐bedded with loose to
medium dense, light greenish beige to light brown, well‐Graded Sand(SW). At other locations it
is light greenish, brown to dark greenish brown, cobbles, pebbles & gravels of igneous origin
(Granite, Granodiorite, Andesite etc...) inter‐bedded with dense, light yellowish brown to light
greyish brown, silty SAND with gravel. Gravel are medium to coarse of basalt/ Limestone origin.
Coraline/ Oolitic Limestone – LM (2a): A layer of Coraline/ Oolitic Limestone was generally found
to underlay the Fill Material. The Limestone is described as extremely weak to weak, whitish to
light greyish beige, highly weathered and highly to extremely fractured. At some instances, the
limestone was recovered as rock fragments of calcareous origin inter‐bedded with medium dense
to dense, light beige to light brown SANDs with gravel.
Silty SAND – (1b): Silty SAND: Medium dense to dense, light greenish beige to light brown beige,
poorly graded silty SAND with gravel, was detected within the natural ground overlaying the
Coraline limestone at some instances and inter‐bedding it at others.
Sandy Clay – (1c): A layer of stiff to very stiff, light brown to dark brown, Sandy Fat Clay with
Gravel (CH) was found to inter‐bedding the Coraline limestone in a number of boreholes,
stretching over a thickness ranging between 7.50 to 15.0 meters.
Sandy SILT – (1d): A layer of stiff to hard, light greenish beige to light brown, slightly gravelly, fine
to medium sandy SILT was found overlaying the Coraline/Oolitic limestone on borehole LBH‐103,
stretching over a thickness of 14.0 meters.
A brief instance of Marly limestone was encountered on borehole LBH‐205 inter‐bedding the
coralline and SAND/CLAY layers. It is described as very weak to weak, light yellowish grey to light
greyish beige, highly to moderately weathered and highly fractured, Marly Limestone.
Various plots and figures are presented in Appendix G.
ACTS/KSA/Q‐14728/21/Rev.02
Page | 18
Saudi Archirodon Ltd.
Geotechnical Factual Report
Jeddah Islamic Port – Jeddah South Container Terminal Upgrade
7.
GENERAL NOTES
This geotechnical engineering report has been prepared in accordance with generally accepted
geotechnical and foundation practices. No other warranty, expressed or implied, is made.
Moreover, the above findings are applicable only for the “Jeddah Islamic Port – Jeddah South
Container Terminal Upgrade” project in state of Kingdom of Saudi Arabia.
The findings provided in this engineering report are based on the results of the field
investigations, borehole drilling/in‐situ testing, laboratory testing, data delivered from the Client
at the time of the study, and geotechnical/materials engineering literature. ACTS holds no
responsibility for possible variations in the subsurface conditions not revealed by the boreholes
and thus, not accounted for in this report. Should any variation or undesirable conditions be
encountered during construction works or later stages, ACTS should be notified in order to review
the findings and recommendations mentioned herein.
ACTS/KSA/Q‐14728/21/Rev.02
Page | 19
Saudi Archirodon Ltd.
Geotechnical Factual Report
Jeddah Islamic Port – Jeddah South Container Terminal Upgrade
8.









REFERENCES & DEFINITIONS
Abdalla, A. J. and Al‐homoud, A. (2004). “Earthquake hazard zonation of eastern Arabia”.
13th World Conference on Earthquake Engineering Vancouver, B.C. Canada; Paper No. 1008.
Butzer, K.W., (1960). “Climatic changes in arid regions since the Pliocene, a history of land
use in arid regions, Proceedings Arid Zone Researche, Paris, Unesco”
BS5930:2015 – Code of Practice for Site Investigations
Henson, F. R. (1951). “Observation on the geology and petroleum occurrences in the Middle
East (with discussion). Third World Congr. The Hauge, Proceed, section 1, pp. 118‐140.
NEHRP Recommended Provisions for Seismic Regulations for New Buildings and other
Structures (FEMA 450) – 2003 Edition; Building Seismic Safety Council of the National
Institute of Building Science
Principles of Foundation Engineering – 5th Edition; Braja M. Das – 2004
Uniform Building Code – UBC 1997
CIRIA R143 – SPT Methods and Use
Wyllie, D. C. (n.d.). Foundations on Rock: Engineering Practice, Second Edition. N.p.: E & FN
SPON.
ACTS/KSA/Q‐14728/21/Rev.02
Page | 20
Saudi Archirodon Ltd.
Geotechnical Factual Report
Jeddah Islamic Port – Jeddah South Container Terminal Upgrade
Definitions

mbEGL = meter below Existing Ground Level
ACTS/KSA/Q‐14728/21/Rev.02
Saudi Archirodon Ltd.
Geotechnical Factual Report
Jeddah Islamic Port – Jeddah South Container Terminal Upgrade
Appendix A: Borehole Site Map
ACTS/KSA/Q‐14728/21/Rev.0*
LBH-108
2.3732x10
6
LBH-207
LBH-107
2.373x10
6
2.3728x10
6
2.3726x10
6
LBH-106
LBH-206
LBH-205
North (m)
LBH-105
2.3724x10
6
LBH-204
2.3722x10
6
LBH-104
2.372x10
6
2.3718x10
6
LBH-203
LBH-202
LBH-103
LBH-201
LBH-102
LBH-101
2.3716x10
6
LBH-109
5
5.162x10
5.164x10
5
5
5.166x10
5.168x10
5
5.17x10
5
5.172x10
AGS3 SITEMAP JEDDAH ISLAMIC PORT.GPJ DATA TEMPLETE FOR TESTING.GDT 8/25/21
East (m)
PROJECT SITE LOCATION
Project Name:
Jeddah Islamic Port
Project Location:
Jeddah
Project Grid:
36M UTM
Client Name:
Saudi Archirodon Ltd.
Datum:
MSL
Project No:
ACTS/KSA/Q-14728/21
5
5
5.174x10
5
5.176x10
Saudi Archirodon Ltd.
Geotechnical Factual Report
Jeddah Islamic Port – Jeddah South Container Terminal Upgrade
Appendix B: Borehole Log
ACTS/KSA/Q‐14728/21/Rev.0*
Saudi Archirodon Ltd.
Core Diameter:
63.5mm
GWT (mMSL):
0.03
Grid: 36M UTM
N
Value
Description & Remarks
2.08
0.75
East (X-m):
516019.79
Level (m):
2.83
Datum: MSL
Fines
(%)
Blows/
150mm
2371637.15
PLSI
(MPa)
SPT
UCS
(MPa)
2.80
Legend
N/A
GWT (mbGL):
Depth
(m)
Piezometer:
HQ
Level
(m)
95.6mm
North (Y-m):
Sand
(%)
Client Name:
Core Barrel Type:
Youssef
Sample
Type
& No
Borehole Log Scale 1:50
Dia. of Boring:
M.S- 15/07/21
Scale
(m)
101.6mm
Water
Drilled by:
FI
ID Dia. of Casing:
Drilling Fluid:
Checked by/date:
TCR SCR RQD
(%) (%) (%)
0m
Rotary Cored
Ahmed- 14/07/21 Type of Boring:
B48-C
Depth of Casing:
Coordinates
ACTS/KSA/Q-14728/21
Logged by/date:
Rig Type:
Date Finished: 11-07-21
Location: Jeddah
Depth of
GWT (m)
Project No:
06-07-21
Jeddah Islamic Port
FR
(%)
Sheet 1 of 5
Date Started:
E
(MPa)
Project Name:
Borehole No: LBH-101
Borehole Depth: 47.95m
Gravel
(%)
BOREHOLE LOG
0.0
96.5
3.5
[0-0.75] Reclaimed/Fill Materials: Dark
grey to black, pieces of Asphalt
0.5
1.0
C-1
13
SPT-4
3
3
4
7
SPT-5
3
3
3
6
SPT-6
3
5
6
11
SPT-7
4
3
7
10
[3.75m - 4.2m]:Medium dense, light
greenish beige to light brown, silty SAND
SPT-8
5
7
5
12
[4.5m - 4.95m]:Medium dense, light
greenish beige to light brown, silty SAND
2
5
14
19
[9m - 9.45m]:Medium dense, light greenish
beige to light brown, silty SAND
SPT-2
C-3
1.5
2.0
2.5
[0.75-19.5]
Reclaimed/Fill
Materials:
Whitish to light greyish beige, completely
weathered boulders, cobbles, pebbles,
gravels and rock fragments of coral
Limestone of calcareous origin with
presence of some voids, fossils and shells,
inter-bedded with loose to medium dense,
light greenish beige to light brown, Sands
[0.75m - 1.2m]:Medium dense, light
greenish beige to light brown, silty SAND
[1.5m - 1.95m]:Loose, light greenish beige
to light brown, silty SAND
[2.25m - 2.7m]:Loose, light greenish beige
to light brown, silty SAND
3
6
7
3.0
2.80 m
12/07/21
[3m - 3.45m]:Medium dense, light greenish
beige to light brown, silty SAND
3.5
4.0
4.5
5.0
5.5
C-9
6.0
6.5
C-10
7.0
BOREHOLE LOG WITH LAB RESULTS JEDDAH ISLAMIC PORT.GPJ ACTS DATA TEMPLATE.GDT 8/30/21
7.5
8.0
C-11
8.5
9.0
SPT-12
9.5
Remarks:
Legend:
SPT: Standard Penetration Test
B : Bulk Disturbed Sample
TCR: Total Core Recovery
GWT: Ground W ater Table
UCS: Unconfined Compressive Strength
C
U : Undisturbed Sample
SCR: Solid Core Recovery
FI
E
NI : Non Intact Core
RQD: Rock Quality Designation
FR : Flush Return
: Core Sample
SPT(C) : SPT(Cone)
: Fracture Index
: Elastic Modulus
PLSI : Point Load Strength Index
Core Diameter:
63.5mm
GWT (mMSL):
0.03
Grid: 36M UTM
Description & Remarks
East (X-m):
516019.79
Level (m):
2.83
Datum: MSL
Fines
(%)
N
Value
2371637.15
Sand
(%)
Blows/
150mm
North (Y-m):
PLSI
(MPa)
SPT
UCS
(MPa)
2.80
Legend
N/A
GWT (mbGL):
Depth
(m)
Piezometer:
HQ
[0.75-19.5]
Reclaimed/Fill
Materials:
Whitish to light greyish beige, completely
weathered boulders, cobbles, pebbles,
gravels and rock fragments of coral
Limestone of calcareous origin with
presence of some voids, fossils and shells,
inter-bedded with loose to medium dense,
light greenish beige to light brown, Sands
(continued)
[10.5m - 10.95m]:Loose, light greenish
beige to light brown, silty SAND
1
3
6
9
2
3
5
8
[12m - 12.45m]:Loose, light greenish beige
to light brown, silty SAND
1
3
6
9
[13.5m - 13.95m]:Loose, light greenish
beige to light brown, silty SAND
2
3
6
9
[15m - 15.45m]:Loose, light greenish beige
to light brown, silty SAND
2
5
7
12
[16.5m - 16.95m]:Medium dense, light
greenish beige to light brown, silty SAND
3
4
7
11
[18m - 18.45m]:Medium dense, light
greenish beige to light brown, silty SAND
11.0
11.5
Saudi Archirodon Ltd.
95.6mm
Level
(m)
Sample
Type
& No
Scale
(m)
SPT-14
Client Name:
Core Barrel Type:
Youssef
10.5
Borehole Log Scale 1:50
Dia. of Boring:
M.S- 15/07/21
C-13
101.6mm
Water
Drilled by:
FI
ID Dia. of Casing:
Drilling Fluid:
Checked by/date:
TCR SCR RQD
(%) (%) (%)
0m
Rotary Cored
Ahmed- 14/07/21 Type of Boring:
B48-C
Depth of Casing:
Coordinates
ACTS/KSA/Q-14728/21
Logged by/date:
Rig Type:
Date Finished: 11-07-21
Location: Jeddah
Depth of
GWT (m)
Project No:
06-07-21
Jeddah Islamic Port
FR
(%)
Sheet 2 of 5
Date Started:
E
(MPa)
Project Name:
Borehole No: LBH-101
Borehole Depth: 47.95m
Gravel
(%)
BOREHOLE LOG
C-15
12.0
SPT-16
12.5
13.0
C-17
13.5
SPT-18
14.0
14.5
C-19
15.0
SPT-20
15.5
16.0
C-21
16.5
SPT-22
17.0
BOREHOLE LOG WITH LAB RESULTS JEDDAH ISLAMIC PORT.GPJ ACTS DATA TEMPLATE.GDT 8/30/21
17.5
C-23
18.0
SPT-24
18.5
19.0
C-25
-16.67 19.50
19.5
SPT-26
3
5
8
13
[19.5m - 19.95m]:Medium dense, light
greenish beige to dark greenish brown,
silty SAND with gravel
Remarks:
Legend:
SPT: Standard Penetration Test
B : Bulk Disturbed Sample
TCR: Total Core Recovery
GWT: Ground W ater Table
UCS: Unconfined Compressive Strength
C
U : Undisturbed Sample
SCR: Solid Core Recovery
FI
E
NI : Non Intact Core
RQD: Rock Quality Designation
FR : Flush Return
: Core Sample
SPT(C) : SPT(Cone)
: Fracture Index
: Elastic Modulus
PLSI : Point Load Strength Index
Saudi Archirodon Ltd.
2.80
Core Diameter:
63.5mm
GWT (mMSL):
0.03
Grid: 36M UTM
20.5
Description & Remarks
516019.79
Level (m):
2.83
Datum: MSL
[19.5-28] Reclaimed/Fill Materials: Light
greenish brown to dark greenish brown,
Cobbles, Pebbles & Gravels of igneous
origin (Granite, Granodiorite, Andesite
etc...) interbedded with medium dense to
dense, light greenish beige to dark
greenish brown, silty SAND with gravel,
gravel are medium to coarse of basalt
origin (continued)
[21m - 21.45m]:Medium dense, light
greenish beige to dark greenish brown,
silty SAND with gravel
SPT-27
3
6
7
13
SPT-28
4
5
6
11
[22.5m - 22.95m]:Medium dense, light
greenish beige to dark greenish brown,
silty SAND with gravel
6
14
16
30
[26m - 26.45m]:Dense, light greenish
beige to dark greenish brown, silty SAND
with gravel
21.5
East (X-m):
Fines
(%)
N
Value
2371637.15
Sand
(%)
Blows/
150mm
North (Y-m):
PLSI
(MPa)
SPT
UCS
(MPa)
N/A
GWT (mbGL):
Legend
Piezometer:
HQ
Depth
(m)
95.6mm
Level
(m)
Sample
Type
& No
Client Name:
Core Barrel Type:
Youssef
Scale
(m)
Borehole Log Scale 1:50
Dia. of Boring:
M.S- 15/07/21
21.0
101.6mm
Water
Drilled by:
FI
ID Dia. of Casing:
Drilling Fluid:
Checked by/date:
TCR SCR RQD
(%) (%) (%)
0m
Rotary Cored
Ahmed- 14/07/21 Type of Boring:
B48-C
Depth of Casing:
Coordinates
ACTS/KSA/Q-14728/21
Logged by/date:
Rig Type:
Date Finished: 11-07-21
Location: Jeddah
Depth of
GWT (m)
Project No:
06-07-21
Jeddah Islamic Port
FR
(%)
Sheet 3 of 5
Date Started:
E
(MPa)
Project Name:
Borehole No: LBH-101
Borehole Depth: 47.95m
Gravel
(%)
BOREHOLE LOG
22.0
22.5
23.0
23.5
C-29
24.0
24.5
25.0
C-30
25.5
26.0
SPT-31
26.5
27.0
C-32
BOREHOLE LOG WITH LAB RESULTS JEDDAH ISLAMIC PORT.GPJ ACTS DATA TEMPLATE.GDT 8/30/21
27.5
-25.17 28.00
28.0
[28-34] Reclaimed/Fill Materials: Whitish to
light greyish beige, completely weathered
boulders, cobbles, pebbles, gravels and
rock fragments of coral Limestone of
calcareous origin with presence of some
voids, fossils and shells, inter-bedded with
medium dense, light greenish beige to light
brown,well-Graded Sand(SW) with gravel,
gravel are medium to coarse of Oolitic
Limestone
28.5
C-33
29.0
29.5
SPT-34
4
5
7
12
4.8
[29.5m - 29.95m]:Medium dense, light
greenish beige to light brown, silty SAND
Remarks:
Legend:
SPT: Standard Penetration Test
B : Bulk Disturbed Sample
TCR: Total Core Recovery
GWT: Ground W ater Table
UCS: Unconfined Compressive Strength
C
U : Undisturbed Sample
SCR: Solid Core Recovery
FI
E
NI : Non Intact Core
RQD: Rock Quality Designation
FR : Flush Return
: Core Sample
SPT(C) : SPT(Cone)
: Fracture Index
: Elastic Modulus
PLSI : Point Load Strength Index
63.5mm
GWT (mMSL):
0.03
Grid: 36M UTM
5
5
7
12
7
8
9
17
Description & Remarks
East (X-m):
516019.79
Level (m):
2.83
Datum: MSL
Fines
(%)
N
Value
2371637.15
Sand
(%)
Blows/
150mm
North (Y-m):
PLSI
(MPa)
Sample
Type
& No
Scale
(m)
SPT
UCS
(MPa)
Core Diameter:
Legend
2.80
Depth
(m)
N/A
GWT (mbGL):
Level
(m)
Piezometer:
HQ
31.5
32.0
Saudi Archirodon Ltd.
95.6mm
C-35
SPT-36
Client Name:
Core Barrel Type:
Youssef
31.0
Borehole Log Scale 1:50
Dia. of Boring:
M.S- 15/07/21
30.5
101.6mm
Water
Drilled by:
FI
ID Dia. of Casing:
Drilling Fluid:
Checked by/date:
TCR SCR RQD
(%) (%) (%)
0m
Rotary Cored
Ahmed- 14/07/21 Type of Boring:
B48-C
Depth of Casing:
Coordinates
ACTS/KSA/Q-14728/21
Logged by/date:
Rig Type:
Date Finished: 11-07-21
Location: Jeddah
Depth of
GWT (m)
Project No:
06-07-21
Jeddah Islamic Port
FR
(%)
Sheet 4 of 5
Date Started:
E
(MPa)
Project Name:
Borehole No: LBH-101
Borehole Depth: 47.95m
Gravel
(%)
BOREHOLE LOG
16.0
24.0
60.0
[28-34] Reclaimed/Fill Materials: Whitish to
light greyish beige, completely weathered
boulders, cobbles, pebbles, gravels and
rock fragments of coral Limestone of
calcareous origin with presence of some
voids, fossils and shells, inter-bedded with
medium dense, light greenish beige to light
brown,well-Graded Sand(SW) with gravel,
gravel are medium to coarse of Oolitic
Limestone (continued)
[31m - 31.45m]:Medium dense, light
greenish beige to light brown, silty SAND
C-37
32.5
SPT-38
[32.5m - 32.95m]:Medium dense, light
greenish beige to light brown, silty SAND
33.0
33.5
C-39
-31.17 34.00
34.0
SPT-40
14
7
9
9
18
[35.5m - 35.95m]:Very stiff, light brown to
dark brown, sandy CLAY
4
7
9
16
[37m - 37.45m]:Stiff, light brown to dark
brown, sandy CLAY
7
10
10
20
[38.5m - 38.95m]:Very stiff, light brown to
dark brown, sandy CLAY
34.5
35.0
C-41
[34-41.50] CLAY: Stiff to very stiff, light
brown to dark brown, Sandy Fat Clay with
Gravel (CH)
[34m - 34.45m]:Stiff, light brown to dark
brown, sandy CLAY
5
7
7
55
35.5
SPT-42
36.0
36.5
C-43
19
37.0
SPT-44
BOREHOLE LOG WITH LAB RESULTS JEDDAH ISLAMIC PORT.GPJ ACTS DATA TEMPLATE.GDT 8/30/21
37.5
38.0
C-45
32
38.5
SPT-46
39.0
39.5
C-47
18
Remarks:
Legend:
SPT: Standard Penetration Test
B : Bulk Disturbed Sample
TCR: Total Core Recovery
GWT: Ground W ater Table
UCS: Unconfined Compressive Strength
C
U : Undisturbed Sample
SCR: Solid Core Recovery
FI
E
NI : Non Intact Core
RQD: Rock Quality Designation
FR : Flush Return
: Core Sample
SPT(C) : SPT(Cone)
: Fracture Index
: Elastic Modulus
PLSI : Point Load Strength Index
63.5mm
GWT (mMSL):
0.03
Grid: 36M UTM
7
10
10
20
Description & Remarks
516019.79
Level (m):
2.83
Datum: MSL
Fines
(%)
N
Value
East (X-m):
Sand
(%)
Blows/
150mm
2371637.15
PLSI
(MPa)
Sample
Type
& No
Scale
(m)
SPT
UCS
(MPa)
Core Diameter:
Legend
2.80
Depth
(m)
N/A
GWT (mbGL):
Level
(m)
Piezometer:
HQ
North (Y-m):
[34-41.50] CLAY: Stiff to very stiff, light
brown to dark brown, Sandy Fat Clay with
Gravel (CH) (continued)
[40m - 40.45m]:Very stiff, light brown to
dark brown, sandy CLAY
38
-38.67 41.50
41.5
[41.5-47.00] SAND: Medium dense to
dense, light greenish beige to light
brown,fine to medium silty SAND
[41.5m - 41.95m]:Medium dense, light
greenish beige to light brown, silty SAND
6
9
12
21
6
7
13
20
[43m - 43.45m]:Medium dense, light
greenish beige to light brown, silty SAND
SPT-54
6
10
20
30
[44.5m - 44.95m]:Dense, light greenish
beige to light brown, silty SAND
SPT-55
5
7
7
14
[46m - 46.45m]:Medium dense, light
greenish beige to light brown, silty SAND
SPT-50
42.0
42.5
Saudi Archirodon Ltd.
95.6mm
40.5
C-49
Client Name:
Core Barrel Type:
Youssef
41.0
Borehole Log Scale 1:50
Dia. of Boring:
M.S- 15/07/21
SPT-48
101.6mm
Water
Drilled by:
FI
ID Dia. of Casing:
Drilling Fluid:
Checked by/date:
TCR SCR RQD
(%) (%) (%)
0m
Rotary Cored
Ahmed- 14/07/21 Type of Boring:
B48-C
Depth of Casing:
Coordinates
ACTS/KSA/Q-14728/21
Logged by/date:
Rig Type:
Date Finished: 11-07-21
Location: Jeddah
Depth of
GWT (m)
Project No:
06-07-21
Jeddah Islamic Port
FR
(%)
Sheet 5 of 5
Date Started:
E
(MPa)
Project Name:
Borehole No: LBH-101
Borehole Depth: 47.95m
Gravel
(%)
BOREHOLE LOG
C-51
15
43.0
SPT-52
43.5
44.0
C-53
22
44.5
45.0
45.5
46.0
46.5
-44.17 47.00
47.0
[47.00-47.95] CLAY: Stiff, light brown to
dark brown, Sandy Fat Clay (CH)
BOREHOLE LOG WITH LAB RESULTS JEDDAH ISLAMIC PORT.GPJ ACTS DATA TEMPLATE.GDT 8/30/21
47.5
SPT-56
4
7
9
16
48.0
[47.5m - 47.95m]:Stiff, light brown to dark
brown, sandy CLAY
-45.12 47.95
END OF BOREHOLE @ 48.0m
48.5
49.0
49.5
Remarks:
Legend:
SPT: Standard Penetration Test
B : Bulk Disturbed Sample
TCR: Total Core Recovery
GWT: Ground W ater Table
UCS: Unconfined Compressive Strength
C
U : Undisturbed Sample
SCR: Solid Core Recovery
FI
E
NI : Non Intact Core
RQD: Rock Quality Designation
FR : Flush Return
: Core Sample
SPT(C) : SPT(Cone)
: Fracture Index
: Elastic Modulus
PLSI : Point Load Strength Index
Date Finished: 27-06-21
5m
ID Dia. of Casing:
127mm
Borehole Log Scale 1:50
Jeddah Islamic Port
ACTS/KSA/Q-14728/21
Depth of Casing:
Location: Jeddah
Client Name:
Saudi Archirodon Ltd.
Checked by/date:
M.S- 05/07/21
Dia. of Boring:
95.6mm
Piezometer:
N/A
Drilled by:
Youssef
Core Barrel Type:
HQ
GWT (mbGL):
1.84
Core Diameter:
63.5mm
GWT (mMSL):
0.94
Grid: 36M UTM
TCR SCR RQD
(%) (%) (%)
FI
SPT
Blows/
150mm
N
Value
Description & Remarks
[0-0.3] Reclaimed/Fill Materials: Dark grey
to black, pieces of Asphalt
2.48
[0.3-1.2] Reclaimed/Fill Materials: Light
greenish brown to dark greenish brown,
Cobbles, Pebbles & Gravels of igneous
origin (Granite, Granodiorite, Andesite
etc...)
0.5
C-1
1.0
1.58
1.5
SPT-2
2.0
2.5
7
2
4
5
9
18
16
15
31
16
16
14
30
[3.75m - 4.2m]:Medium dense to dense,
light brownish grey to light brown, silty
SAND with gravel
10
9
8
17
[4.5m - 4.95m]:Medium dense, light
brownish grey to light brown, silty SAND
with gravel
4
6
9
15
[6m - 6.45m]:Medium dense, light
brownish grey to light brown, silty SAND
with gravel
6
11
13
24
[8.5m - 8.95m]:Medium dense, light
brownish grey to light brown, silty SAND
with gravel
C-3
SPT-4
C-5
3.0
SPT-6
3.5
4.0
East (X-m):
516216.74
Level (m):
2.78
Datum: MSL
0.30
1.20
[1.2-41.5] Reclaimed/Fill Materials: Whitish
to light greyish beige, completely
weathered boulders, cobbles, pebbles,
gravels and rock fragments of coral
Limestone of calcareous origin with
presence of some voids, inter-bedded with
loose to dense, light greenish beige to light
brown, poorly graded silty SAND with
gravel, gravel are medium to coarse of
Oolitic Limestone
[1.5m - 1.95m]:Loose, light brownish grey
to light brown, silty SAND with gravel
[2.25m - 2.7m]:Loose, light brownish grey
to light brown, silty SAND with gravel
[3m - 3.45m]:Dense, light brownish grey to
light brown, silty SAND with gravel
1
2
5
1.84 m
28/06/21
2371671.94
PLSI
(MPa)
B48-C
North (Y-m):
E
(MPa)
Sample
Type
& No
Scale
(m)
Rig Type:
UCS
(MPa)
Water
Legend
Drilling Fluid:
Depth
(m)
Rotary Cored
Level
(m)
Type of Boring:
Depth of
GWT (m)
A.E- 29/06/21
FR
(%)
Logged by/date:
Fines
(%)
Project No:
15-06-21
Coordinates
Sheet 1 of 8
Date Started:
Sand
(%)
Project Name:
Borehole No: LBH-102
Borehole Depth: 73m
Gravel
(%)
BOREHOLE LOG
C-7
SPT-8
C-9
4.5
SPT-10
5.0
5.5
C-11
6.0
SPT-12
6.5
7.0
C-13
BOREHOLE LOG WITH LAB RESULTS JEDDAH ISLAMIC PORT.GPJ ACTS DATA TEMPLATE.GDT 8/30/21
7.5
8.0
C-14
8.5
SPT-15
9.0
9.5
C-16
Remarks:
Legend:
SPT: Standard Penetration Test
B : Bulk Disturbed Sample
TCR: Total Core Recovery
GWT: Ground W ater Table
UCS: Unconfined Compressive Strength
C
U : Undisturbed Sample
SCR: Solid Core Recovery
FI
E
NI : Non Intact Core
RQD: Rock Quality Designation
FR : Flush Return
: Core Sample
SPT(C) : SPT(Cone)
: Fracture Index
: Elastic Modulus
PLSI : Point Load Strength Index
Date Finished: 27-06-21
5m
ID Dia. of Casing:
127mm
Borehole Log Scale 1:50
Jeddah Islamic Port
ACTS/KSA/Q-14728/21
Depth of Casing:
Location: Jeddah
Client Name:
Saudi Archirodon Ltd.
Checked by/date:
M.S- 05/07/21
Dia. of Boring:
95.6mm
Piezometer:
N/A
Drilled by:
Youssef
Core Barrel Type:
HQ
GWT (mbGL):
1.84
Core Diameter:
63.5mm
GWT (mMSL):
0.94
Grid: 36M UTM
TCR SCR RQD
(%) (%) (%)
SPT-17
FI
SPT
Blows/
150mm
N
Value
9
7
3
10
6
9
9
18
3
5
8
13
10.5
11.0
C-18
11.5
SPT-19
12.0
12.5
Description & Remarks
2371671.94
East (X-m):
516216.74
Level (m):
2.78
PLSI
(MPa)
B48-C
North (Y-m):
E
(MPa)
Sample
Type
& No
Scale
(m)
Rig Type:
UCS
(MPa)
Water
Legend
Drilling Fluid:
Depth
(m)
Rotary Cored
Level
(m)
Type of Boring:
Depth of
GWT (m)
A.E- 29/06/21
FR
(%)
Logged by/date:
Datum: MSL
Fines
(%)
Project No:
15-06-21
Coordinates
Sheet 2 of 8
Date Started:
Sand
(%)
Project Name:
Borehole No: LBH-102
Borehole Depth: 73m
Gravel
(%)
BOREHOLE LOG
[1.2-41.5] Reclaimed/Fill Materials: Whitish
to light greyish beige, completely
weathered boulders, cobbles, pebbles,
gravels and rock fragments of coral
Limestone of calcareous origin with
presence of some voids, inter-bedded with
loose to dense, light greenish beige to light
brown, poorly graded silty SAND with
gravel, gravel are medium to coarse of
Oolitic Limestone (continued)
[10m - 10.45m]:Medium dense, light
brownish grey to light brown, silty SAND
with gravel
[11.5m - 11.95m]:Medium dense, light
brownish grey to light brown, silty SAND
with gravel
C-20
13.0
SPT-21
13.5
[13m - 13.45m]:Medium dense, light
brownish grey to light brown, silty SAND
with gravel
[13.45m - 18m]:Same as above:
Reclaimed/Fill Materials which consist of
whitish to light greyish beige, completely to
highly weathered boulders, cobbles,
pebbles, gravels and rock fragments of
coral Limestone
14.0
C-22
14.5
15.0
15.5
C-23
5.1
16.0
16.5
17.0
C-24
BOREHOLE LOG WITH LAB RESULTS JEDDAH ISLAMIC PORT.GPJ ACTS DATA TEMPLATE.GDT 8/30/21
17.5
18.0
SPT-25
3
5
10
15
[18m - 18.45m]:Medium dense, light
brownish grey to light brown, silty SAND
with gravel
18.5
19.0
C-26
19.5
Remarks:
Legend:
SPT: Standard Penetration Test
B : Bulk Disturbed Sample
TCR: Total Core Recovery
GWT: Ground W ater Table
UCS: Unconfined Compressive Strength
C
U : Undisturbed Sample
SCR: Solid Core Recovery
FI
E
NI : Non Intact Core
RQD: Rock Quality Designation
FR : Flush Return
: Core Sample
SPT(C) : SPT(Cone)
: Fracture Index
: Elastic Modulus
PLSI : Point Load Strength Index
Date Finished: 27-06-21
5m
ID Dia. of Casing:
127mm
Borehole Log Scale 1:50
Jeddah Islamic Port
ACTS/KSA/Q-14728/21
Depth of Casing:
Location: Jeddah
Client Name:
Saudi Archirodon Ltd.
Checked by/date:
M.S- 05/07/21
Dia. of Boring:
95.6mm
Piezometer:
N/A
Drilled by:
Youssef
Core Barrel Type:
HQ
GWT (mbGL):
1.84
Core Diameter:
63.5mm
GWT (mMSL):
0.94
Grid: 36M UTM
TCR SCR RQD
(%) (%) (%)
FI
SPT
Blows/
150mm
N
Value
C-27
20.5
21.0
SPT-28
Description & Remarks
East (X-m):
516216.74
Level (m):
2.78
Datum: MSL
[1.2-41.5] Reclaimed/Fill Materials: Whitish
to light greyish beige, completely
weathered boulders, cobbles, pebbles,
gravels and rock fragments of coral
Limestone of calcareous origin with
presence of some voids, inter-bedded with
loose to dense, light greenish beige to light
brown, poorly graded silty SAND with
gravel, gravel are medium to coarse of
Oolitic Limestone (continued)
[21m - 21.45m]:Medium dense, light
brownish grey to light brown, silty SAND
with gravel
6
9
10
19
7
8
11
19
[23m - 23.45m]:Medium dense, light
brownish grey to light brown, silty SAND
with gravel
7
9
11
20
[25m - 25.45m]:Medium dense, light
brownish grey to light brown, silty SAND
with gravel
21.5
2371671.94
PLSI
(MPa)
B48-C
North (Y-m):
E
(MPa)
Sample
Type
& No
Scale
(m)
Rig Type:
UCS
(MPa)
Water
Legend
Drilling Fluid:
Depth
(m)
Rotary Cored
Level
(m)
Type of Boring:
Depth of
GWT (m)
A.E- 29/06/21
FR
(%)
Logged by/date:
Fines
(%)
Project No:
15-06-21
Coordinates
Sheet 3 of 8
Date Started:
Sand
(%)
Project Name:
Borehole No: LBH-102
Borehole Depth: 73m
Gravel
(%)
BOREHOLE LOG
22.0
C-29
22.5
23.0
SPT-30
23.5
24.0
C-31
24.5
25.0
SPT-32
25.5
1.2
26.0
C-33
26.5
27.0
SPT-34
6
7
7
14
[27m - 27.45m]:Medium dense, light
brownish grey to light brown, silty SAND
with gravel
7
8
12
20
[28.5m - 28.95m]:Medium dense, light
brownish grey to light brown, silty SAND
with gravel
BOREHOLE LOG WITH LAB RESULTS JEDDAH ISLAMIC PORT.GPJ ACTS DATA TEMPLATE.GDT 8/30/21
27.5
28.0
C-35
28.5
SPT-36
29.0
29.5
C-37
Remarks:
Legend:
SPT: Standard Penetration Test
B : Bulk Disturbed Sample
TCR: Total Core Recovery
GWT: Ground W ater Table
UCS: Unconfined Compressive Strength
C
U : Undisturbed Sample
SCR: Solid Core Recovery
FI
E
NI : Non Intact Core
RQD: Rock Quality Designation
FR : Flush Return
: Core Sample
SPT(C) : SPT(Cone)
: Fracture Index
: Elastic Modulus
PLSI : Point Load Strength Index
Date Finished: 27-06-21
5m
ID Dia. of Casing:
127mm
Borehole Log Scale 1:50
Jeddah Islamic Port
ACTS/KSA/Q-14728/21
Depth of Casing:
Location: Jeddah
Client Name:
Saudi Archirodon Ltd.
Checked by/date:
M.S- 05/07/21
Dia. of Boring:
95.6mm
Piezometer:
N/A
Drilled by:
Youssef
Core Barrel Type:
HQ
GWT (mbGL):
1.84
Core Diameter:
63.5mm
GWT (mMSL):
0.94
Grid: 36M UTM
TCR SCR RQD
(%) (%) (%)
SPT-38
FI
SPT
N
Value
9
12
13
25
4
7
10
17
5
8
11
19
[33m - 33.45m]:Medium dense, light
brownish grey to light brown, silty SAND
with gravel
7
4
8
12
[35.5m - 35.95m]:Medium dense, light
brownish grey to light brown, silty SAND
with gravel
6
7
12
19
[37m - 37.45m]:Medium dense, light
brownish grey to light brown, silty SAND
with gravel
8
7
11
18
[38.5m - 38.95m]:Medium dense, light
brownish grey to light brown, silty SAND
with gravel
30.5
31.0
C-39
31.5
SPT-40
32.0
32.5
Description & Remarks
Blows/
150mm
[1.2-41.5] Reclaimed/Fill Materials: Whitish
to light greyish beige, completely
weathered boulders, cobbles, pebbles,
gravels and rock fragments of coral
Limestone of calcareous origin with
presence of some voids, inter-bedded with
loose to dense, light greenish beige to light
brown, poorly graded silty SAND with
gravel, gravel are medium to coarse of
Oolitic Limestone (continued)
[30m - 30.45m]:Medium dense, light
brownish grey to light brown, silty SAND
with gravel
[31.5m - 31.95m]:Medium dense, light
brownish grey to light brown, silty SAND
with gravel
2371671.94
East (X-m):
516216.74
Level (m):
2.78
Datum: MSL
PLSI
(MPa)
B48-C
North (Y-m):
E
(MPa)
Sample
Type
& No
Scale
(m)
Rig Type:
UCS
(MPa)
Water
Legend
Drilling Fluid:
Depth
(m)
Rotary Cored
Level
(m)
Type of Boring:
Depth of
GWT (m)
A.E- 29/06/21
FR
(%)
Logged by/date:
Fines
(%)
Project No:
15-06-21
Coordinates
Sheet 4 of 8
Date Started:
Sand
(%)
Project Name:
Borehole No: LBH-102
Borehole Depth: 73m
Gravel
(%)
BOREHOLE LOG
2.1
C-41
33.0
SPT-42
33.5
34.0
34.5
C-43
35.0
35.5
SPT-44
36.0
36.5
C-45
37.0
SPT-46
BOREHOLE LOG WITH LAB RESULTS JEDDAH ISLAMIC PORT.GPJ ACTS DATA TEMPLATE.GDT 8/30/21
37.5
38.0
C-47
38.5
SPT-48
39.0
39.5
Remarks:
Legend:
SPT: Standard Penetration Test
B : Bulk Disturbed Sample
TCR: Total Core Recovery
GWT: Ground W ater Table
UCS: Unconfined Compressive Strength
C
U : Undisturbed Sample
SCR: Solid Core Recovery
FI
E
NI : Non Intact Core
RQD: Rock Quality Designation
FR : Flush Return
: Core Sample
SPT(C) : SPT(Cone)
: Fracture Index
: Elastic Modulus
PLSI : Point Load Strength Index
Date Finished: 27-06-21
Depth of Casing:
5m
ID Dia. of Casing:
127mm
Borehole Log Scale 1:50
Jeddah Islamic Port
Location: Jeddah
ACTS/KSA/Q-14728/21
Client Name:
Saudi Archirodon Ltd.
Checked by/date:
M.S- 05/07/21
Dia. of Boring:
95.6mm
Piezometer:
N/A
Drilled by:
Youssef
Core Barrel Type:
HQ
GWT (mbGL):
1.84
Core Diameter:
63.5mm
GWT (mMSL):
0.94
Grid: 36M UTM
TCR SCR RQD
(%) (%) (%)
FI
SPT
N
Value
8
12
13
25
SPT-51
4
7
10
17
SPT-52
5
6
8
14
[43m - 43.45m]:Medium dense, light
brownish grey to light brown, silty SAND
with gravel
6
8
13
21
[44.5m - 44.95m]:Medium dense, light
brownish grey to light brown, silty SAND
with gravel
SPT-49
C-50
41.5
42.0
42.5
43.0
East (X-m):
516216.74
Level (m):
2.78
Datum: MSL
[1.2-41.5] Reclaimed/Fill Materials: Whitish
to light greyish beige, completely
weathered boulders, cobbles, pebbles,
gravels and rock fragments of coral
Limestone of calcareous origin with
presence of some voids, inter-bedded with
loose to dense, light greenish beige to light
brown, poorly graded silty SAND with
gravel, gravel are medium to coarse of
Oolitic Limestone (continued)
[40m - 40.45m]:Medium dense, light
brownish grey to light brown, silty SAND -38.72 41.50
with gravel
[41.5-45] Silty SAND: Light greenish beige
to light brown beige, poorly graded silty
SAND with gravel, gravel are medium to
coarse of Oolitic Limestone
[41.5m - 41.95m]:Medium dense, light
brownish grey to light brown, silty SAND
with gravel
40.5
41.0
Description & Remarks
Blows/
150mm
2371671.94
PLSI
(MPa)
B48-C
North (Y-m):
E
(MPa)
Sample
Type
& No
Scale
(m)
Rig Type:
UCS
(MPa)
Water
Legend
Drilling Fluid:
Depth
(m)
Rotary Cored
Level
(m)
Type of Boring:
Depth of
GWT (m)
A.E- 29/06/21
FR
(%)
Logged by/date:
Fines
(%)
Project No:
15-06-21
Coordinates
Sheet 5 of 8
Date Started:
Sand
(%)
Project Name:
Borehole No: LBH-102
Borehole Depth: 73m
Gravel
(%)
BOREHOLE LOG
43.5
44.0
C-53
44.5
SPT-54
45.0
45.5
C-55
81
73
51
0
46.0
46.5
9
11
14
SPT-56
-42.22 45.00
[45-53] Oolitic Limestone: Very weak to
weak, light greyish beige to beige,
moderately weathered, Coral Limestone
with presence of voids, fossils and shells,
interbedded with medium dense, light
greenish beige to light brown beige, poorly
graded silty SAND with gravel, gravel are
medium to coarse of Oolitic Limestone
[46.5m - 46.95m]:Medium dense, light
brownish grey to light brown, silty SAND
with gravel
25
47.0
BOREHOLE LOG WITH LAB RESULTS JEDDAH ISLAMIC PORT.GPJ ACTS DATA TEMPLATE.GDT 8/30/21
47.5
C-58
5
5
0
C-59
96
92
92
0
100
79
49
0
48.0
48.5
2.1
49.0
49.5
Remarks:
Legend:
SPT: Standard Penetration Test
B : Bulk Disturbed Sample
TCR: Total Core Recovery
GWT: Ground W ater Table
UCS: Unconfined Compressive Strength
C
U : Undisturbed Sample
SCR: Solid Core Recovery
FI
E
NI : Non Intact Core
RQD: Rock Quality Designation
FR : Flush Return
: Core Sample
SPT(C) : SPT(Cone)
: Fracture Index
: Elastic Modulus
PLSI : Point Load Strength Index
Date Finished: 27-06-21
Depth of Casing:
5m
ID Dia. of Casing:
127mm
Borehole Log Scale 1:50
Jeddah Islamic Port
Location: Jeddah
ACTS/KSA/Q-14728/21
Client Name:
Saudi Archirodon Ltd.
Checked by/date:
M.S- 05/07/21
Dia. of Boring:
95.6mm
Piezometer:
N/A
Drilled by:
Youssef
Core Barrel Type:
HQ
GWT (mbGL):
1.84
Core Diameter:
63.5mm
GWT (mMSL):
0.94
Grid: 36M UTM
TCR SCR RQD
(%) (%) (%)
FI
SPT
Blows/
150mm
N
Value
C-60
100
50.5
79
51.0
49
0
8
11
14
SPT-61
25
51.5
52.0
C-62
4
3
0
C-63
18
11
0
Description & Remarks
2371671.94
East (X-m):
516216.74
Level (m):
2.78
PLSI
(MPa)
B48-C
North (Y-m):
E
(MPa)
Sample
Type
& No
Scale
(m)
Rig Type:
UCS
(MPa)
Water
Legend
Drilling Fluid:
Depth
(m)
Rotary Cored
Level
(m)
Type of Boring:
Depth of
GWT (m)
A.E- 29/06/21
FR
(%)
Logged by/date:
Datum: MSL
Fines
(%)
Project No:
15-06-21
Coordinates
Sheet 6 of 8
Date Started:
Sand
(%)
Project Name:
Borehole No: LBH-102
Borehole Depth: 73m
Gravel
(%)
BOREHOLE LOG
0.0
9.0
91.0
[45-53] Oolitic Limestone: Very weak to
weak, light greyish beige to beige,
moderately weathered, Coral Limestone
with presence of voids, fossils and shells,
interbedded with medium dense, light
greenish beige to light brown beige, poorly
graded silty SAND with gravel, gravel are
medium to coarse of Oolitic Limestone
(continued)
[51m - 51.45m]:Medium dense, light
brownish grey to light brown, silty SAND
with gravel
52.5
53.0
53.5
SPT-64
3
7
16
23
1
3
5
8
-50.22 53.00
[53-63] CLAY: Medium stiff to very stiff,
reddish brown to light brown, Fat CLAY
(CH), inter-bedded with layers of silty Sand
[53.5m - 53.95m]:Medium dense, light
brownish grey to light brown, silty SAND
with gravel
54.0
54.5
C-65
20
55.0
SPT-66
[55m - 55.45m]:Medium stiff, light reddish
brown to light brown, Fat Clay
55.5
56.0
C-67
20
56.5
SPT-68
4
7
8
15
[56.5m - 56.95m]:Stiff, light reddish brown
to light brown, Fat Clay
2
5
6
11
[58m - 58.45m]:Stiff, light reddish brown to
light brown, Fat Clay
3
4
7
11
[59.5m - 59.95m]:Stiff, light reddish brown
to light brown, Fat Clay
57.0
C-69
17
BOREHOLE LOG WITH LAB RESULTS JEDDAH ISLAMIC PORT.GPJ ACTS DATA TEMPLATE.GDT 8/30/21
57.5
58.0
SPT-70
58.5
59.0
C-71
33
59.5
SPT-72
Remarks:
Legend:
SPT: Standard Penetration Test
B : Bulk Disturbed Sample
TCR: Total Core Recovery
GWT: Ground W ater Table
UCS: Unconfined Compressive Strength
C
U : Undisturbed Sample
SCR: Solid Core Recovery
FI
E
NI : Non Intact Core
RQD: Rock Quality Designation
FR : Flush Return
: Core Sample
SPT(C) : SPT(Cone)
: Fracture Index
: Elastic Modulus
PLSI : Point Load Strength Index
Date Finished: 27-06-21
5m
ID Dia. of Casing:
127mm
Borehole Log Scale 1:50
Jeddah Islamic Port
ACTS/KSA/Q-14728/21
Depth of Casing:
Location: Jeddah
Client Name:
Saudi Archirodon Ltd.
Checked by/date:
M.S- 05/07/21
Dia. of Boring:
95.6mm
Piezometer:
N/A
Drilled by:
Youssef
Core Barrel Type:
HQ
GWT (mbGL):
1.84
Core Diameter:
63.5mm
GWT (mMSL):
0.94
Grid: 36M UTM
TCR SCR RQD
(%) (%) (%)
60
60.5
C-73
FI
SPT
Blows/
150mm
N
Value
East (X-m):
516216.74
Level (m):
2.78
Datum: MSL
[53-63] CLAY: Medium stiff to very stiff,
reddish brown to light brown, Fat CLAY
(CH), inter-bedded with layers of silty Sand
(continued)
60
61.0
Description & Remarks
2371671.94
PLSI
(MPa)
B48-C
North (Y-m):
E
(MPa)
Sample
Type
& No
Scale
(m)
Rig Type:
UCS
(MPa)
Water
Legend
Drilling Fluid:
Depth
(m)
Rotary Cored
Level
(m)
Type of Boring:
Depth of
GWT (m)
A.E- 29/06/21
FR
(%)
Logged by/date:
Fines
(%)
Project No:
15-06-21
Coordinates
Sheet 7 of 8
Date Started:
Sand
(%)
Project Name:
Borehole No: LBH-102
Borehole Depth: 73m
Gravel
(%)
BOREHOLE LOG
SPT-74
5
7
9
16
[61m - 61.45m]:Stiff, light reddish brown to
light brown, Fat Clay
SPT-75
3
8
12
20
[62.5m - 62.95m]:Very stiff, light reddish
brown to light brown, Fat Clay
61.5
62.0
62.5
-60.22 63.00
63.0
[63-73] Silty gravelly SAND: Medium
dense, light greyish brown to light brown,
poorly graded silty SAND with gravel
63.5
64.0
6
9
10
19
[64m - 64.45m]:Medium dense, light
brownish grey to light brown, silty SAND
SPT-78
7
9
14
23
[65.5m - 65.95m]:Medium dense, light
brownish grey to light brown, silty SAND
SPT-79
6
9
8
17
[67m - 67.45m]:Medium dense, light
brownish grey to light brown, silty SAND
SPT-80
2
9
13
22
[68.5m - 68.95m]:Medium dense, light
brownish grey to light brown, silty SAND
SPT-76
64.5
65.0
C-77
29
65.5
66.0
66.5
67.0
BOREHOLE LOG WITH LAB RESULTS JEDDAH ISLAMIC PORT.GPJ ACTS DATA TEMPLATE.GDT 8/30/21
67.5
68.0
68.5
69.0
69.5
Remarks:
Legend:
SPT: Standard Penetration Test
B : Bulk Disturbed Sample
TCR: Total Core Recovery
GWT: Ground W ater Table
UCS: Unconfined Compressive Strength
C
U : Undisturbed Sample
SCR: Solid Core Recovery
FI
E
NI : Non Intact Core
RQD: Rock Quality Designation
FR : Flush Return
: Core Sample
SPT(C) : SPT(Cone)
: Fracture Index
: Elastic Modulus
PLSI : Point Load Strength Index
Date Finished: 27-06-21
5m
ID Dia. of Casing:
127mm
Borehole Log Scale 1:50
Jeddah Islamic Port
ACTS/KSA/Q-14728/21
Depth of Casing:
Location: Jeddah
Client Name:
Saudi Archirodon Ltd.
Checked by/date:
M.S- 05/07/21
Dia. of Boring:
95.6mm
Piezometer:
N/A
Drilled by:
Youssef
Core Barrel Type:
HQ
GWT (mbGL):
1.84
Core Diameter:
63.5mm
GWT (mMSL):
0.94
Grid: 36M UTM
TCR SCR RQD
(%) (%) (%)
FI
SPT
Description & Remarks
Blows/
150mm
N
Value
SPT-81
4
7
11
18
SPT-82
7
9
11
20
[71.5m - 71.95m]:Medium dense, light
brownish grey to light brown, silty SAND
SPT-83
4
7
9
16
[72.5m - 72.95m]:Medium dense, light
brownish grey to light brown, silty SAND
70.5
2371671.94
East (X-m):
516216.74
Level (m):
2.78
PLSI
(MPa)
B48-C
North (Y-m):
E
(MPa)
Sample
Type
& No
Scale
(m)
Rig Type:
UCS
(MPa)
Water
Legend
Drilling Fluid:
Depth
(m)
Rotary Cored
Level
(m)
Type of Boring:
Depth of
GWT (m)
A.E- 29/06/21
FR
(%)
Logged by/date:
Datum: MSL
Fines
(%)
Project No:
15-06-21
Coordinates
Sheet 8 of 8
Date Started:
Sand
(%)
Project Name:
Borehole No: LBH-102
Borehole Depth: 73m
Gravel
(%)
BOREHOLE LOG
[63-73] Silty gravelly SAND: Medium
dense, light greyish brown to light brown,
poorly graded silty SAND with gravel
(continued)
[70m - 70.45m]:Medium dense, light
brownish grey to light brown, silty SAND
71.0
71.5
72.0
72.5
73.0
-70.22 73.00
END OF BOREHOLE @ 73.0m
73.5
74.0
74.5
75.0
75.5
76.0
76.5
77.0
BOREHOLE LOG WITH LAB RESULTS JEDDAH ISLAMIC PORT.GPJ ACTS DATA TEMPLATE.GDT 8/30/21
77.5
78.0
78.5
79.0
79.5
Remarks:
Legend:
SPT: Standard Penetration Test
B : Bulk Disturbed Sample
TCR: Total Core Recovery
GWT: Ground W ater Table
UCS: Unconfined Compressive Strength
C
U : Undisturbed Sample
SCR: Solid Core Recovery
FI
E
NI : Non Intact Core
RQD: Rock Quality Designation
FR : Flush Return
: Core Sample
SPT(C) : SPT(Cone)
: Fracture Index
: Elastic Modulus
PLSI : Point Load Strength Index
Core Diameter:
63.5mm
GWT (mMSL):
1.14
Grid: 36M UTM
Description & Remarks
C-2
1.0
C-3
2.5
0.60
516433.39
Level (m):
2.94
Datum: MSL
[0-0.6] Reclaimed/Fill Materials: Black to
dark grey, pieces of Asphalt and concrete
0.5
2.0
2.34
East (X-m):
Fines
(%)
N
Value
2371710.18
Sand
(%)
Blows/
150mm
North (Y-m):
PLSI
(MPa)
SPT
UCS
(MPa)
1.80
Legend
N/A
GWT (mbGL):
Depth
(m)
Piezometer:
HQ
C-1
SPT-4
Saudi Archirodon Ltd.
95.6mm
Level
(m)
Sample
Type
& No
Client Name:
Core Barrel Type:
Youssef
Scale
(m)
Borehole Log Scale 1:50
Dia. of Boring:
M.S- 10/08/21
1.5
101.6mm
Water
Drilled by:
FI
ID Dia. of Casing:
Drilling Fluid:
Checked by/date:
TCR SCR RQD
(%) (%) (%)
0m
Rotary Cored
Ahmed- 30/07/21 Type of Boring:
B48-G
Depth of Casing:
Coordinates
ACTS/KSA/Q-14728/21
Logged by/date:
Rig Type:
Date Finished: 24-07-21
Location: Jeddah
Depth of
GWT (m)
Project No:
13-07-21
Jeddah Islamic Port
FR
(%)
Sheet 1 of 5
Date Started:
E
(MPa)
Project Name:
Borehole No: LBH-103
Borehole Depth: 48m
Gravel
(%)
BOREHOLE LOG
1.80 m
16/08/21
[0.6-28.5] Reclaimed/Fill Materials: Light
greenish brown to dark greenish brown,
Cobbles, Pebbles & Gravels of igneous
origin (Granite, Granodiorite, Andesite
etc...) and coral limestone, interbedded
with loose to dense, light greenish beige to
light brown, silty SAND with gravel
[1.5m - 1.95m]:Loose, light greenish beige
to light brown, silty SAND with gravel
1
3
3
6
2
3
6
9
[2.25m - 2.7m]:Loose, light greenish beige
to light brown, silty SAND with gravel
5
7
7
14
[3m - 3.45m]:Medium dense, light greenish
beige to light brown, silty SAND with gravel
5
5
8
13
[3.75m - 4.2m]:Medium dense, light
greenish beige to light brown, silty SAND
with gravel
3
5
7
12
[4.5m - 4.95m]:Medium dense, light
greenish beige to light brown, silty SAND
with gravel
C-5
SPT-6
C-7
3.0
SPT-8
3.5
4.0
C-9
SPT-10
C-11
4.5
SPT-12
5.0
5.5
C-13
6.0
19.0
6.5
C-14
7.0
BOREHOLE LOG WITH LAB RESULTS JEDDAH ISLAMIC PORT.GPJ ACTS DATA TEMPLATE.GDT 8/30/21
7.5
8.0
C-15
8.5
9.0
9.5
C-16
Remarks:
Legend:
SPT: Standard Penetration Test
B : Bulk Disturbed Sample
TCR: Total Core Recovery
GWT: Ground W ater Table
UCS: Unconfined Compressive Strength
C
U : Undisturbed Sample
SCR: Solid Core Recovery
FI
E
NI : Non Intact Core
RQD: Rock Quality Designation
FR : Flush Return
: Core Sample
SPT(C) : SPT(Cone)
: Fracture Index
: Elastic Modulus
PLSI : Point Load Strength Index
Saudi Archirodon Ltd.
1.80
Core Diameter:
63.5mm
GWT (mMSL):
1.14
Grid: 36M UTM
Description & Remarks
516433.39
Level (m):
2.94
Datum: MSL
9.0
76.0
15.0
[0.6-28.5] Reclaimed/Fill Materials: Light
greenish brown to dark greenish brown,
Cobbles, Pebbles & Gravels of igneous
origin (Granite, Granodiorite, Andesite
etc...) and coral limestone, interbedded
with loose to dense, light greenish beige to
light brown, silty SAND with gravel
(continued)
[10.5m - 10.95m]:Loose, light greenish
beige to light brown, silty SAND with gravel
SPT-17
1
2
3
5
SPT-18
5
4
7
11
[12m - 12.45m]:Medium dense, light
greenish beige to light brown, silty SAND
with gravel
SPT-19
4
6
6
12
[13.5m - 13.95m]:Medium dense, light
greenish beige to light brown, silty SAND
with gravel
SPT-20
4
7
7
14
[15m - 15.45m]:Medium dense, light
greenish beige to light brown, silty SAND
with gravel
11.0
East (X-m):
Fines
(%)
N
Value
2371710.18
Sand
(%)
Blows/
150mm
North (Y-m):
PLSI
(MPa)
SPT
UCS
(MPa)
N/A
GWT (mbGL):
Legend
Piezometer:
HQ
Depth
(m)
95.6mm
Level
(m)
Sample
Type
& No
Client Name:
Core Barrel Type:
Youssef
Scale
(m)
Borehole Log Scale 1:50
Dia. of Boring:
M.S- 10/08/21
10.5
101.6mm
Water
Drilled by:
FI
ID Dia. of Casing:
Drilling Fluid:
Checked by/date:
TCR SCR RQD
(%) (%) (%)
0m
Rotary Cored
Ahmed- 30/07/21 Type of Boring:
B48-G
Depth of Casing:
Coordinates
ACTS/KSA/Q-14728/21
Logged by/date:
Rig Type:
Date Finished: 24-07-21
Location: Jeddah
Depth of
GWT (m)
Project No:
13-07-21
Jeddah Islamic Port
FR
(%)
Sheet 2 of 5
Date Started:
E
(MPa)
Project Name:
Borehole No: LBH-103
Borehole Depth: 48m
Gravel
(%)
BOREHOLE LOG
11.5
12.0
12.5
13.0
13.5
14.0
14.5
15.0
15.5
16.0
C-21
16.5
17.0
C-22
BOREHOLE LOG WITH LAB RESULTS JEDDAH ISLAMIC PORT.GPJ ACTS DATA TEMPLATE.GDT 8/30/21
17.5
18.0
18.5
C-23
19.0
19.5
Remarks:
Legend:
SPT: Standard Penetration Test
B : Bulk Disturbed Sample
TCR: Total Core Recovery
GWT: Ground W ater Table
UCS: Unconfined Compressive Strength
C
U : Undisturbed Sample
SCR: Solid Core Recovery
FI
E
NI : Non Intact Core
RQD: Rock Quality Designation
FR : Flush Return
: Core Sample
SPT(C) : SPT(Cone)
: Fracture Index
: Elastic Modulus
PLSI : Point Load Strength Index
Core Diameter:
63.5mm
GWT (mMSL):
1.14
Grid: 36M UTM
Description & Remarks
East (X-m):
516433.39
Level (m):
2.94
Datum: MSL
Fines
(%)
N
Value
2371710.18
Sand
(%)
Blows/
150mm
North (Y-m):
PLSI
(MPa)
SPT
UCS
(MPa)
1.80
Legend
N/A
GWT (mbGL):
Depth
(m)
Piezometer:
HQ
Level
(m)
95.6mm
Coordinates
Saudi Archirodon Ltd.
Core Barrel Type:
Youssef
Sample
Type
& No
Client Name:
Dia. of Boring:
M.S- 10/08/21
Scale
(m)
101.6mm
Water
Drilled by:
FI
ID Dia. of Casing:
Drilling Fluid:
Checked by/date:
TCR SCR RQD
(%) (%) (%)
0m
Rotary Cored
Ahmed- 30/07/21 Type of Boring:
B48-G
Depth of Casing:
Borehole Log Scale 1:50
ACTS/KSA/Q-14728/21
Logged by/date:
Rig Type:
Date Finished: 24-07-21
Location: Jeddah
Depth of
GWT (m)
Project No:
13-07-21
Jeddah Islamic Port
FR
(%)
Sheet 3 of 5
Date Started:
E
(MPa)
Project Name:
Borehole No: LBH-103
Borehole Depth: 48m
Gravel
(%)
BOREHOLE LOG
[0.6-28.5] Reclaimed/Fill Materials: Light
greenish brown to dark greenish brown,
Cobbles, Pebbles & Gravels of igneous
origin (Granite, Granodiorite, Andesite
etc...) and coral limestone, interbedded
with loose to dense, light greenish beige to
light brown, silty SAND with gravel
(continued)
C-24
20.5
21.0
21.5
C-25
22.0
22.5
23.0
C-26
23.5
24.0
24.5
C-27
25.0
25.5
SPT-28
1
4
9
13
SPT-29
9
15
20
35
SPT-30
6
18
22
[25.5m - 25.95m]:Medium dense, light
greenish beige to light brown, silty SAND
with gravel
26.0
26.5
27.0
[27m - 27.45m]:Dense, light greenish
beige to light brown, silty SAND with gravel
BOREHOLE LOG WITH LAB RESULTS JEDDAH ISLAMIC PORT.GPJ ACTS DATA TEMPLATE.GDT 8/30/21
27.5
28.0
-25.56 28.50
28.5
40
29.0
C-31
0
29.5
[28.5-34.0]
Reclaimed/Fill
Materials:
Whitish to light greyish beige, completely
weathered boulders, cobbles, pebbles,
gravels and rock fragments of coral
Limestone of calcareous origin
[28.5m - 28.95m]:Dense, light greenish
beige to light brown, silty SAND with gravel
0
Remarks:
Legend:
SPT: Standard Penetration Test
B : Bulk Disturbed Sample
TCR: Total Core Recovery
GWT: Ground W ater Table
UCS: Unconfined Compressive Strength
C
U : Undisturbed Sample
SCR: Solid Core Recovery
FI
E
NI : Non Intact Core
RQD: Rock Quality Designation
FR : Flush Return
: Core Sample
SPT(C) : SPT(Cone)
: Fracture Index
: Elastic Modulus
PLSI : Point Load Strength Index
Core Diameter:
63.5mm
GWT (mMSL):
1.14
Grid: 36M UTM
C-32
0
30.5
Description & Remarks
East (X-m):
516433.39
Level (m):
2.94
Datum: MSL
Fines
(%)
N
Value
2371710.18
Sand
(%)
Blows/
150mm
North (Y-m):
PLSI
(MPa)
SPT
UCS
(MPa)
1.80
Legend
N/A
GWT (mbGL):
Depth
(m)
Piezometer:
HQ
Level
(m)
95.6mm
Coordinates
Saudi Archirodon Ltd.
Core Barrel Type:
Youssef
Sample
Type
& No
Client Name:
Dia. of Boring:
M.S- 10/08/21
Scale
(m)
101.6mm
Water
Drilled by:
FI
ID Dia. of Casing:
Drilling Fluid:
Checked by/date:
TCR SCR RQD
(%) (%) (%)
0m
Rotary Cored
Ahmed- 30/07/21 Type of Boring:
B48-G
Depth of Casing:
Borehole Log Scale 1:50
ACTS/KSA/Q-14728/21
Logged by/date:
Rig Type:
Date Finished: 24-07-21
Location: Jeddah
Depth of
GWT (m)
Project No:
13-07-21
Jeddah Islamic Port
FR
(%)
Sheet 4 of 5
Date Started:
E
(MPa)
Project Name:
Borehole No: LBH-103
Borehole Depth: 48m
Gravel
(%)
BOREHOLE LOG
[28.5-34.0]
Reclaimed/Fill
Materials:
Whitish to light greyish beige, completely
weathered boulders, cobbles, pebbles,
gravels and rock fragments of coral
Limestone of calcareous origin (continued)
31.0
31.5
C-33
0
C-34
0
32.0
32.5
33.0
33.5
-31.06 34.00
34.0
[34.0-48.0] SILT: Stiff to hard, light
greenish beige to light brown, slighlty
gravelly, fine to medium sandy SILT
[34m - 34.45m]:Very stiff, light greenish
beige to light brown, slighlty gravelly,
sandy SILT
SPT-35
6
13
13
26
SPT-36
5
8
11
19
SPT-37
5
7
8
15
[37m - 37.45m]:Stiff, light greenish beige to
light brown, slighlty gravelly, sandy SILT
SPT-38
2
5
12
17
[38.5m - 38.95m]:Stiff, light greenish beige
to light brown, slighlty gravelly, sandy SILT
34.5
35.0
35.5
[35.5m - 35.95m]:Very stiff, light greenish
beige to light brown, slighlty gravelly,
sandy SILT
36.0
36.5
37.0
BOREHOLE LOG WITH LAB RESULTS JEDDAH ISLAMIC PORT.GPJ ACTS DATA TEMPLATE.GDT 8/30/21
37.5
38.0
38.5
39.0
39.5
Remarks:
Legend:
SPT: Standard Penetration Test
B : Bulk Disturbed Sample
TCR: Total Core Recovery
GWT: Ground W ater Table
UCS: Unconfined Compressive Strength
C
U : Undisturbed Sample
SCR: Solid Core Recovery
FI
E
NI : Non Intact Core
RQD: Rock Quality Designation
FR : Flush Return
: Core Sample
SPT(C) : SPT(Cone)
: Fracture Index
: Elastic Modulus
PLSI : Point Load Strength Index
Saudi Archirodon Ltd.
Core Diameter:
63.5mm
GWT (mMSL):
1.14
Grid: 36M UTM
N
Value
SPT-39
10
13
17
30
SPT-40
14
16
21
37
[41.5m - 41.95m]:Hard, light greenish
beige to light brown, slighlty gravelly,
sandy SILT
SPT-41
8
12
20
32
[43m - 43.45m]:Very stiff, light greenish
beige to light brown, slighlty gravelly,
sandy SILT
SPT-42
12
16
17
33
[44.5m - 44.95m]:Hard, light greenish
beige to light brown, slighlty gravelly,
sandy SILT
SPT-43
9
15
16
31
12
16
17
33
40.5
East (X-m):
516433.39
Level (m):
2.94
Datum: MSL
Fines
(%)
Description & Remarks
Blows/
150mm
2371710.18
PLSI
(MPa)
SPT
UCS
(MPa)
1.80
Legend
N/A
GWT (mbGL):
Depth
(m)
Piezometer:
HQ
Level
(m)
95.6mm
North (Y-m):
Sand
(%)
Client Name:
Core Barrel Type:
Youssef
Sample
Type
& No
Borehole Log Scale 1:50
Dia. of Boring:
M.S- 10/08/21
Scale
(m)
101.6mm
Water
Drilled by:
FI
ID Dia. of Casing:
Drilling Fluid:
Checked by/date:
TCR SCR RQD
(%) (%) (%)
0m
Rotary Cored
Ahmed- 30/07/21 Type of Boring:
B48-G
Depth of Casing:
Coordinates
ACTS/KSA/Q-14728/21
Logged by/date:
Rig Type:
Date Finished: 24-07-21
Location: Jeddah
Depth of
GWT (m)
Project No:
13-07-21
Jeddah Islamic Port
FR
(%)
Sheet 5 of 5
Date Started:
E
(MPa)
Project Name:
Borehole No: LBH-103
Borehole Depth: 48m
Gravel
(%)
BOREHOLE LOG
0.0
8.0
92.0
[34.0-48.0] SILT: Stiff to hard, light
greenish beige to light brown, slighlty
gravelly, fine to medium sandy SILT
(continued)
[40m - 40.45m]:Very stiff, light greenish
beige to light brown, slighlty gravelly,
sandy SILT
41.0
41.5
42.0
42.5
43.0
43.5
44.0
44.5
45.0
45.5
46.0
[46m - 46.45m]:Very stiff, light greenish
beige to light brown, slighlty gravelly, SILT
46.5
47.0
BOREHOLE LOG WITH LAB RESULTS JEDDAH ISLAMIC PORT.GPJ ACTS DATA TEMPLATE.GDT 8/30/21
47.5
SPT-44
48.0
[47.5m - 47.95m]:Hard, light greenish
beige to light brown, slighlty gravelly,
sandy SILT
-45.06 48.00
END OF BOREHOLE @ 48.0m
48.5
49.0
49.5
Remarks:
Legend:
SPT: Standard Penetration Test
B : Bulk Disturbed Sample
TCR: Total Core Recovery
GWT: Ground W ater Table
UCS: Unconfined Compressive Strength
C
U : Undisturbed Sample
SCR: Solid Core Recovery
FI
E
NI : Non Intact Core
RQD: Rock Quality Designation
FR : Flush Return
: Core Sample
SPT(C) : SPT(Cone)
: Fracture Index
: Elastic Modulus
PLSI : Point Load Strength Index
Saudi Archirodon Ltd.
Core Diameter:
63.5mm
GWT (mMSL):
0.73
Grid: 36M UTM
N
Value
Description & Remarks
2.70
0.75
East (X-m):
516496.32
Level (m):
3.45
Datum: MSL
Fines
(%)
Blows/
150mm
2372086.89
PLSI
(MPa)
SPT
UCS
(MPa)
2.72
Legend
N/A
GWT (mbGL):
Depth
(m)
Piezometer:
HQ
Level
(m)
95.6mm
North (Y-m):
Sand
(%)
Client Name:
Core Barrel Type:
Normen
Sample
Type
& No
Borehole Log Scale 1:50
Dia. of Boring:
M.S- 10/08/21
Scale
(m)
101.6mm
Water
Drilled by:
FI
ID Dia. of Casing:
Drilling Fluid:
Checked by/date:
TCR SCR RQD
(%) (%) (%)
0m
Rotary Cored
Ahmed- 08/08/21 Type of Boring:
B48-C
Depth of Casing:
Coordinates
ACTS/KSA/Q-14728/21
Logged by/date:
Rig Type:
Date Finished: 04-08-21
Location: Jeddah
Depth of
GWT (m)
Project No:
28-07-21
Jeddah Islamic Port
FR
(%)
Sheet 1 of 5
Date Started:
E
(MPa)
Project Name:
Borehole No: LBH-104
Borehole Depth: 48m
Gravel
(%)
BOREHOLE LOG
44.0
51.7
4.3
[0.0-0.75] Reclaimed/Fill Materials: Dark
grey to light grey, pieces of concrete
0.5
1.0
C-1
29
7
9
10
19
SPT-6
7
10
11
21
SPT-7
2
4
4
8
SPT-8
4
6
7
13
[3.75m - 4.2m]:Medium dense, light
greenish beige to light brown beige, silty
SAND with gravel
SPT-9
2
6
8
14
[4.5m - 4.95m]:Medium dense, light
greenish beige to light brown beige, silty
SAND with gravel
2
5
7
12
[6m - 6.45m]:Medium dense, light greenish
beige to light brown beige, silty SAND with
gravel
7
9
10
19
[7.5m - 7.95m]:Medium dense, light
greenish beige to light brown beige, silty
SAND with gravel
SPT-2
C-3
1.5
SPT-4
2.0
2.5
[0.75-19.5] Reclaimed/Fill Materials: Light
greenish brown to dark greenish brown,
Cobbles, Pebbles & Gravels of igneous
origin (Granite, Granodiorite, Andesite
etc...), interbedded with loose to medium
dense, light greenish beige to light brown
beige, Well graded SAND with Gravel
[0.75m - 1.2m]:Medium dense, light
greenish beige to light brown beige, silty
SAND with gravel
[1.5m - 1.95m]:Medium dense, light
greenish beige to light brown beige, silty
SAND with gravel
[2.25m - 2.7m]:Medium dense, light
greenish beige to light brown beige, silty
SAND with gravel
11
14
15
C-5
3.0
2.72 m
16/08/21
[3m - 3.45m]:Loose, light greenish beige to
light brown beige, silty SAND with gravel
3.5
4.0
4.5
5.0
5.5
C-10
6.0
SPT-11
6.5
7.0
C-12
BOREHOLE LOG WITH LAB RESULTS JEDDAH ISLAMIC PORT.GPJ ACTS DATA TEMPLATE.GDT 8/30/21
7.5
SPT-13
8.0
8.5
C-14
9.0
9.5
C-15
Remarks:
Legend:
SPT: Standard Penetration Test
B : Bulk Disturbed Sample
TCR: Total Core Recovery
GWT: Ground W ater Table
UCS: Unconfined Compressive Strength
C
U : Undisturbed Sample
SCR: Solid Core Recovery
FI
E
NI : Non Intact Core
RQD: Rock Quality Designation
FR : Flush Return
: Core Sample
SPT(C) : SPT(Cone)
: Fracture Index
: Elastic Modulus
PLSI : Point Load Strength Index
Saudi Archirodon Ltd.
Core Diameter:
63.5mm
GWT (mMSL):
0.73
Grid: 36M UTM
N
Value
Description & Remarks
East (X-m):
516496.32
Level (m):
3.45
Datum: MSL
Fines
(%)
Blows/
150mm
2372086.89
PLSI
(MPa)
SPT
UCS
(MPa)
2.72
Legend
N/A
GWT (mbGL):
Depth
(m)
Piezometer:
HQ
Level
(m)
95.6mm
North (Y-m):
Sand
(%)
Client Name:
Core Barrel Type:
Normen
Sample
Type
& No
Borehole Log Scale 1:50
Dia. of Boring:
M.S- 10/08/21
Scale
(m)
101.6mm
Water
Drilled by:
FI
ID Dia. of Casing:
Drilling Fluid:
Checked by/date:
TCR SCR RQD
(%) (%) (%)
0m
Rotary Cored
Ahmed- 08/08/21 Type of Boring:
B48-C
Depth of Casing:
Coordinates
ACTS/KSA/Q-14728/21
Logged by/date:
Rig Type:
Date Finished: 04-08-21
Location: Jeddah
Depth of
GWT (m)
Project No:
28-07-21
Jeddah Islamic Port
FR
(%)
Sheet 2 of 5
Date Started:
E
(MPa)
Project Name:
Borehole No: LBH-104
Borehole Depth: 48m
Gravel
(%)
BOREHOLE LOG
[0.75-19.5] Reclaimed/Fill Materials: Light
greenish brown to dark greenish brown,
Cobbles, Pebbles & Gravels of igneous
origin (Granite, Granodiorite, Andesite
etc...), interbedded with loose to medium
dense, light greenish beige to light brown
beige, Well graded SAND with Gravel
(continued)
10.5
11.0
C-16
11.5
12.0
12.5
C-17
13.0
13.5
14.0
C-18
14.5
15.0
15.5
C-19
16.0
16.5
17.0
C-20
BOREHOLE LOG WITH LAB RESULTS JEDDAH ISLAMIC PORT.GPJ ACTS DATA TEMPLATE.GDT 8/30/21
17.5
18.0
18.5
C-21
19.0
-16.05 19.50
19.5
Remarks:
Legend:
SPT: Standard Penetration Test
B : Bulk Disturbed Sample
TCR: Total Core Recovery
GWT: Ground W ater Table
UCS: Unconfined Compressive Strength
C
U : Undisturbed Sample
SCR: Solid Core Recovery
FI
E
NI : Non Intact Core
RQD: Rock Quality Designation
FR : Flush Return
: Core Sample
SPT(C) : SPT(Cone)
: Fracture Index
: Elastic Modulus
PLSI : Point Load Strength Index
Core Diameter:
63.5mm
GWT (mMSL):
0.73
Grid: 36M UTM
20.5
Description & Remarks
516496.32
Level (m):
3.45
Datum: MSL
[19.50-38.00] Reclaimed/Fill Materials:
Whitish to light greyish beige, completely
weathered boulders, cobbles, pebbles,
gravels and rock fragments of coral
Limestone of calcareous origin with
presence of some voids, inter- interbedded
with medium dense, light greenish beige to
light brown beige, Well graded GRAVEL
with Silt and Sand (continued)
[21m - 21.45m]:Medium dense, light
greenish beige to light brown beige, silty,
sandy, GRAVEL
5
8
10
18
9
10
11
21
[22.5m - 22.95m]:Medium dense, light
greenish beige to light brown beige, silty,
sandy, GRAVEL
2
4
6
10
[24m - 24.45m]:Medium dense, light
greenish beige to light brown beige, silty,
sandy, GRAVEL
SPT-29
4
5
8
13
[25.5m - 25.95m]:Medium dense, light
greenish beige to light brown beige, silty,
sandy, GRAVEL
SPT-30
6
9
10
19
[27m - 27.45m]:Medium dense, light
greenish beige to light brown beige, silty,
sandy, GRAVEL
SPT-31
6
10
10
20
[28.5m - 28.95m]:Medium dense, light
greenish beige to light brown beige, silty,
sandy, GRAVEL
21.5
East (X-m):
Fines
(%)
N
Value
2372086.89
Sand
(%)
Blows/
150mm
North (Y-m):
PLSI
(MPa)
SPT
UCS
(MPa)
2.72
Legend
N/A
GWT (mbGL):
Depth
(m)
Piezometer:
HQ
C-22
SPT-23
Saudi Archirodon Ltd.
95.6mm
Level
(m)
Sample
Type
& No
Scale
(m)
Client Name:
Core Barrel Type:
Normen
22.0
Borehole Log Scale 1:50
Dia. of Boring:
M.S- 10/08/21
21.0
101.6mm
Water
Drilled by:
FI
ID Dia. of Casing:
Drilling Fluid:
Checked by/date:
TCR SCR RQD
(%) (%) (%)
0m
Rotary Cored
Ahmed- 08/08/21 Type of Boring:
B48-C
Depth of Casing:
Coordinates
ACTS/KSA/Q-14728/21
Logged by/date:
Rig Type:
Date Finished: 04-08-21
Location: Jeddah
Depth of
GWT (m)
Project No:
28-07-21
Jeddah Islamic Port
FR
(%)
Sheet 3 of 5
Date Started:
E
(MPa)
Project Name:
Borehole No: LBH-104
Borehole Depth: 48m
Gravel
(%)
BOREHOLE LOG
C-24
22.5
SPT-25
23.0
23.5
C-26
24.0
SPT-27
24.5
25.0
C-28
25.5
26.0
26.5
27.0
BOREHOLE LOG WITH LAB RESULTS JEDDAH ISLAMIC PORT.GPJ ACTS DATA TEMPLATE.GDT 8/30/21
27.5
28.0
28.5
29.0
29.5
C-32
Remarks:
Legend:
SPT: Standard Penetration Test
B : Bulk Disturbed Sample
TCR: Total Core Recovery
GWT: Ground W ater Table
UCS: Unconfined Compressive Strength
C
U : Undisturbed Sample
SCR: Solid Core Recovery
FI
E
NI : Non Intact Core
RQD: Rock Quality Designation
FR : Flush Return
: Core Sample
SPT(C) : SPT(Cone)
: Fracture Index
: Elastic Modulus
PLSI : Point Load Strength Index
Core Diameter:
63.5mm
GWT (mMSL):
0.73
Grid: 36M UTM
Description & Remarks
East (X-m):
516496.32
Level (m):
3.45
Datum: MSL
Fines
(%)
N
Value
2372086.89
Sand
(%)
Blows/
150mm
North (Y-m):
PLSI
(MPa)
SPT
UCS
(MPa)
2.72
Legend
N/A
GWT (mbGL):
Depth
(m)
Piezometer:
HQ
Level
(m)
95.6mm
Coordinates
Saudi Archirodon Ltd.
Core Barrel Type:
Normen
Sample
Type
& No
Client Name:
Dia. of Boring:
M.S- 10/08/21
Scale
(m)
101.6mm
Water
Drilled by:
FI
ID Dia. of Casing:
Drilling Fluid:
Checked by/date:
TCR SCR RQD
(%) (%) (%)
0m
Rotary Cored
Ahmed- 08/08/21 Type of Boring:
B48-C
Depth of Casing:
Borehole Log Scale 1:50
ACTS/KSA/Q-14728/21
Logged by/date:
Rig Type:
Date Finished: 04-08-21
Location: Jeddah
Depth of
GWT (m)
Project No:
28-07-21
Jeddah Islamic Port
FR
(%)
Sheet 4 of 5
Date Started:
E
(MPa)
Project Name:
Borehole No: LBH-104
Borehole Depth: 48m
Gravel
(%)
BOREHOLE LOG
48.0
42.0
10.0
[19.50-38.00] Reclaimed/Fill Materials:
Whitish to light greyish beige, completely
weathered boulders, cobbles, pebbles,
gravels and rock fragments of coral
Limestone of calcareous origin with
presence of some voids, inter- interbedded
with medium dense, light greenish beige to
light brown beige, Well graded GRAVEL
with Silt and Sand (continued)
30.5
C-33
31.0
31.5
SPT-34
5
7
8
15
[31.5m - 31.95m]:Medium dense, light
greenish beige to light brown beige, silty,
sandy, GRAVEL
7
8
9
17
[33m - 33.45m]:Medium dense, light
greenish beige to light brown beige, silty,
sandy, GRAVEL
8
10
12
22
[34.5m - 34.95m]:Medium dense, light
greenish beige to light brown beige, silty,
sandy, GRAVEL
10
14
14
28
[36m - 36.45m]:Medium dense, light
greenish beige to light brown beige, silty,
sandy, GRAVEL
10
14
15
29
[37.5m - 37.95m]:Medium dense, light
greenish beige to light brown beige, silty,
sandy, GRAVEL
32.0
32.5
C-35
33.0
SPT-36
33.5
34.0
C-37
34.5
SPT-38
1.5
35.0
35.5
C-39
36.0
SPT-40
36.5
37.0
C-41
BOREHOLE LOG WITH LAB RESULTS JEDDAH ISLAMIC PORT.GPJ ACTS DATA TEMPLATE.GDT 8/30/21
37.5
SPT-42
38.0
38.5
C-43
41
24
60
21
0
-34.55 38.00
[38.0-48.0] Weathered Oolitic Limestone:
Very weak to weak, light greyish beige to
beige, highly weathered, Coral Limestone
with presence of voids, fossils and shells
39.0
39.5
10
0
C-44
Remarks:
Legend:
SPT: Standard Penetration Test
B : Bulk Disturbed Sample
TCR: Total Core Recovery
GWT: Ground W ater Table
UCS: Unconfined Compressive Strength
C
U : Undisturbed Sample
SCR: Solid Core Recovery
FI
E
NI : Non Intact Core
RQD: Rock Quality Designation
FR : Flush Return
: Core Sample
SPT(C) : SPT(Cone)
: Fracture Index
: Elastic Modulus
PLSI : Point Load Strength Index
Core Diameter:
63.5mm
GWT (mMSL):
0.73
Grid: 36M UTM
60
21
10
0
C-45
69
31
17
0
C-46
60
29
0
C-47
37
3
0
C-48
73
18
0
C-49
93
59
40.5
Description & Remarks
East (X-m):
516496.32
Level (m):
3.45
Datum: MSL
Fines
(%)
N
Value
2372086.89
Sand
(%)
Blows/
150mm
North (Y-m):
PLSI
(MPa)
SPT
UCS
(MPa)
2.72
Legend
N/A
GWT (mbGL):
Depth
(m)
Piezometer:
HQ
Level
(m)
95.6mm
Coordinates
Saudi Archirodon Ltd.
Core Barrel Type:
Normen
Sample
Type
& No
Client Name:
Dia. of Boring:
M.S- 10/08/21
Scale
(m)
101.6mm
Water
Drilled by:
FI
ID Dia. of Casing:
Drilling Fluid:
Checked by/date:
TCR SCR RQD
(%) (%) (%)
0m
Rotary Cored
Ahmed- 08/08/21 Type of Boring:
B48-C
Depth of Casing:
Borehole Log Scale 1:50
ACTS/KSA/Q-14728/21
Logged by/date:
Rig Type:
Date Finished: 04-08-21
Location: Jeddah
Depth of
GWT (m)
Project No:
28-07-21
Jeddah Islamic Port
FR
(%)
Sheet 5 of 5
Date Started:
E
(MPa)
Project Name:
Borehole No: LBH-104
Borehole Depth: 48m
Gravel
(%)
BOREHOLE LOG
[38.0-48.0] Weathered Oolitic Limestone:
Very weak to weak, light greyish beige to
beige, highly weathered, Coral Limestone
with presence of voids, fossils and shells
(continued)
41.0
41.5
42.0
42.5
1.6
43.0
43.5
44.0
44.5
45.0
45.5
46.0
46.5
47.0
13
0
BOREHOLE LOG WITH LAB RESULTS JEDDAH ISLAMIC PORT.GPJ ACTS DATA TEMPLATE.GDT 8/30/21
47.5
-44.55 48.00
48.0
END OF BOREHOLE @ 48.0m
48.5
49.0
49.5
Remarks:
Legend:
SPT: Standard Penetration Test
B : Bulk Disturbed Sample
TCR: Total Core Recovery
GWT: Ground W ater Table
UCS: Unconfined Compressive Strength
C
U : Undisturbed Sample
SCR: Solid Core Recovery
FI
E
NI : Non Intact Core
RQD: Rock Quality Designation
FR : Flush Return
: Core Sample
SPT(C) : SPT(Cone)
: Fracture Index
: Elastic Modulus
PLSI : Point Load Strength Index
Saudi Archirodon Ltd.
Core Diameter:
63.5mm
GWT (mMSL):
0.64
Grid: 36M UTM
N
Value
Description & Remarks
2.56
0.75
East (X-m):
516434.84
Level (m):
3.31
Datum: MSL
Fines
(%)
Blows/
150mm
2372435.01
PLSI
(MPa)
SPT
UCS
(MPa)
2.67
Legend
N/A
GWT (mbGL):
Depth
(m)
Piezometer:
HQ
Level
(m)
95.6mm
North (Y-m):
Sand
(%)
Client Name:
Core Barrel Type:
Normen
Sample
Type
& No
Borehole Log Scale 1:50
Dia. of Boring:
M.S- 10/08/21
Scale
(m)
101.6mm
Water
Drilled by:
FI
ID Dia. of Casing:
Drilling Fluid:
Checked by/date:
TCR SCR RQD
(%) (%) (%)
0m
Rotary Cored
Ahmed- 08/08/21 Type of Boring:
B48-E
Depth of Casing:
Coordinates
ACTS/KSA/Q-14728/21
Logged by/date:
Rig Type:
Date Finished: 06-08-21
Location: Jeddah
Depth of
GWT (m)
Project No:
27-07-21
Jeddah Islamic Port
FR
(%)
Sheet 1 of 5
Date Started:
E
(MPa)
Project Name:
Borehole No: LBH-105
Borehole Depth: 48.5m
Gravel
(%)
BOREHOLE LOG
1.0
87.0
12.0
[0.0-0.75] Reclaimed/Fill Materials: Dark
grey to light grey, pieces of concrete
0.5
1.0
C-1
15
5
5
8
13
5
7
7
14
6
6
7
13
4
6
5
11
SPT-14
2
4
3
7
[7.5m - 7.95m]:Loose, light greenish beige
to light brown beige, silty SAND
SPT-15
2
3
4
7
[9m - 9.45m]:Loose, light greenish beige to
light brown beige, silty SAND
SPT-2
C-3
1.5
SPT-4
2.0
2.5
C-5
SPT-6
C-7
3.0
SPT-8
3.5
4.0
[0.75-13.5] Reclaimed/Fill Materials: Light
greenish brown to dark greenish brown,
Cobbles, Pebbles & Gravels of igneous
origin (Granite, Granodiorite, Andesite
etc...) inter-bedded with loose to medium
dense, light greenish beige to light brown
beige, Poorly Graded SAND with Silt
[0.75m - 1.2m]:Medium desne, light
greenish beige to light brown beige, silty
SAND with gravel
[1.5m - 1.95m]:Medium desne, light
greenish beige to light brown beige, silty
SAND with gravel
[2.25m - 2.7m]:Medium desne, light
greenish beige to light brown beige, silty
SAND
7
9
6
2.67 m
16/08/21
[3m - 3.45m]:Medium desne, light greenish
beige to light brown beige, silty SAND
C-9
SPT-10
[3.75m - 4.2m]:Medium desne, light
greenish beige to light brown beige, silty
SAND
C-11
4.5
5.0
C-12
5.5
6.0
6.5
C-13
7.0
BOREHOLE LOG WITH LAB RESULTS JEDDAH ISLAMIC PORT.GPJ ACTS DATA TEMPLATE.GDT 8/30/21
7.5
8.0
8.5
9.0
9.5
Remarks:
Legend:
SPT: Standard Penetration Test
B : Bulk Disturbed Sample
TCR: Total Core Recovery
GWT: Ground W ater Table
UCS: Unconfined Compressive Strength
C
U : Undisturbed Sample
SCR: Solid Core Recovery
FI
E
NI : Non Intact Core
RQD: Rock Quality Designation
FR : Flush Return
: Core Sample
SPT(C) : SPT(Cone)
: Fracture Index
: Elastic Modulus
PLSI : Point Load Strength Index
Saudi Archirodon Ltd.
2.67
Core Diameter:
63.5mm
GWT (mMSL):
0.64
Grid: 36M UTM
Description & Remarks
East (X-m):
516434.84
Level (m):
3.31
Datum: MSL
Fines
(%)
N
Value
2372435.01
Sand
(%)
Blows/
150mm
North (Y-m):
PLSI
(MPa)
SPT
UCS
(MPa)
N/A
GWT (mbGL):
Legend
Piezometer:
HQ
Depth
(m)
95.6mm
Level
(m)
Sample
Type
& No
Client Name:
Core Barrel Type:
Normen
Scale
(m)
Borehole Log Scale 1:50
Dia. of Boring:
M.S- 10/08/21
C-16
101.6mm
Water
Drilled by:
FI
ID Dia. of Casing:
Drilling Fluid:
Checked by/date:
TCR SCR RQD
(%) (%) (%)
0m
Rotary Cored
Ahmed- 08/08/21 Type of Boring:
B48-E
Depth of Casing:
Coordinates
ACTS/KSA/Q-14728/21
Logged by/date:
Rig Type:
Date Finished: 06-08-21
Location: Jeddah
Depth of
GWT (m)
Project No:
27-07-21
Jeddah Islamic Port
FR
(%)
Sheet 2 of 5
Date Started:
E
(MPa)
Project Name:
Borehole No: LBH-105
Borehole Depth: 48.5m
Gravel
(%)
BOREHOLE LOG
[0.75-13.5] Reclaimed/Fill Materials: Light
greenish brown to dark greenish brown,
Cobbles, Pebbles & Gravels of igneous
origin (Granite, Granodiorite, Andesite
etc...) inter-bedded with loose to medium
dense, light greenish beige to light brown
beige, Poorly Graded SAND with Silt
(continued)
10.5
11.0
C-17
11.5
12.0
SPT-18
7
9
7
16
[12m - 12.45m]:Medium desne, light
greenish beige to light brown beige, silty
SAND with gravel
12.5
13.0
C-19
-10.19 13.50
13.5
SPT-20
4
7
10
17
14.0
14.5
C-21
15.0
[13.5-21.0]
Reclaimed/Fill
Materials:
Whitish to light greyish beige, completely
weathered boulders, cobbles, pebbles,
gravels and rock fragments of coral
Limestone of calcareous origin with
presence of some voids, inter-bedded with
medium dense to very dense, light
greenish beige to light brown beige, silty
SAND with gravel
[13.5m - 13.95m]:Medium desne, light
greenish beige to light brown beige, silty
SAND with gravel
15.5
C-22
16.0
16.5
17.0
C-23
BOREHOLE LOG WITH LAB RESULTS JEDDAH ISLAMIC PORT.GPJ ACTS DATA TEMPLATE.GDT 8/30/21
17.5
18.0
18.5
C-24
19.0
19.5
SPT-25
19
50/
1cm
>50
[19.5m - 19.66m]:Very dense, light
greenish beige to light brown beige, silty
SAND with gravel
Remarks:
Legend:
SPT: Standard Penetration Test
B : Bulk Disturbed Sample
TCR: Total Core Recovery
GWT: Ground W ater Table
UCS: Unconfined Compressive Strength
C
U : Undisturbed Sample
SCR: Solid Core Recovery
FI
E
NI : Non Intact Core
RQD: Rock Quality Designation
FR : Flush Return
: Core Sample
SPT(C) : SPT(Cone)
: Fracture Index
: Elastic Modulus
PLSI : Point Load Strength Index
Core Diameter:
63.5mm
GWT (mMSL):
0.64
Grid: 36M UTM
Description & Remarks
East (X-m):
516434.84
Level (m):
3.31
Datum: MSL
Fines
(%)
N
Value
2372435.01
Sand
(%)
Blows/
150mm
North (Y-m):
PLSI
(MPa)
SPT
UCS
(MPa)
2.67
Legend
N/A
GWT (mbGL):
Depth
(m)
Piezometer:
HQ
Level
(m)
95.6mm
Coordinates
Saudi Archirodon Ltd.
Core Barrel Type:
Normen
Sample
Type
& No
Client Name:
Dia. of Boring:
M.S- 10/08/21
Scale
(m)
101.6mm
Water
Drilled by:
FI
ID Dia. of Casing:
Drilling Fluid:
Checked by/date:
TCR SCR RQD
(%) (%) (%)
0m
Rotary Cored
Ahmed- 08/08/21 Type of Boring:
B48-E
Depth of Casing:
Borehole Log Scale 1:50
ACTS/KSA/Q-14728/21
Logged by/date:
Rig Type:
Date Finished: 06-08-21
Location: Jeddah
Depth of
GWT (m)
Project No:
27-07-21
Jeddah Islamic Port
FR
(%)
Sheet 3 of 5
Date Started:
E
(MPa)
Project Name:
Borehole No: LBH-105
Borehole Depth: 48.5m
Gravel
(%)
BOREHOLE LOG
1.0
81.0
18.0
C-26
20.5
-17.69 21.00
21.0
[21.0-25.95] Silty SAND: Medium dense,
light greenish beige to light brown beige,
fine to medium silty SAND with gravel,
gravel are medium to coarse of Oolitic
Limestone
21.5
C-27
22.0
22.5
SPT-28
7
7
9
16
[22.5m - 22.95m]:Medium dense, light
greenish beige to light brown beige, silty
SAND
SPT-29
6
9
8
17
[24m - 24.45m]:Medium dense, light
greenish beige to light brown beige, silty
SAND
SPT-30
6
5
9
14
23.0
23.5
24.0
24.5
25.0
25.5
26.0
26.5
C-31
0
C-32
0
C-33
0
27.0
[25.5m - 25.95m]:Medium dense, light
greenish beige to light brown beige, silty
SAND
-22.64 25.95
[25.95-40.50]
Weathered
Oolitic
Limestone: Very weak to weak, light
greyish beige to beige, completely to highly
weathered, Coral Limestone with presence
of voids, fossils and shells, inter-bedded
with medium dense to very dense, light
greenish beige to light brown beige, silty
SAND with gravel
BOREHOLE LOG WITH LAB RESULTS JEDDAH ISLAMIC PORT.GPJ ACTS DATA TEMPLATE.GDT 8/30/21
27.5
28.0
28.5
29.0
29.5
Remarks:
Legend:
SPT: Standard Penetration Test
B : Bulk Disturbed Sample
TCR: Total Core Recovery
GWT: Ground W ater Table
UCS: Unconfined Compressive Strength
C
U : Undisturbed Sample
SCR: Solid Core Recovery
FI
E
NI : Non Intact Core
RQD: Rock Quality Designation
FR : Flush Return
: Core Sample
SPT(C) : SPT(Cone)
: Fracture Index
: Elastic Modulus
PLSI : Point Load Strength Index
2.67
Coordinates
Core Diameter:
63.5mm
GWT (mMSL):
0.64
Grid: 36M UTM
30.5
C-34
0
31.0
SPT-35
6
7
9
16
SPT-36
66
>50
Description & Remarks
East (X-m):
516434.84
Level (m):
3.31
Datum: MSL
Fines
(%)
N
Value
2372435.01
Sand
(%)
Blows/
150mm
North (Y-m):
PLSI
(MPa)
SPT
UCS
(MPa)
N/A
GWT (mbGL):
Legend
Piezometer:
HQ
Depth
(m)
95.6mm
Level
(m)
Sample
Type
& No
Saudi Archirodon Ltd.
Core Barrel Type:
Normen
Scale
(m)
Client Name:
Dia. of Boring:
M.S- 10/08/21
31.5
101.6mm
Water
Drilled by:
FI
ID Dia. of Casing:
Drilling Fluid:
Checked by/date:
TCR SCR RQD
(%) (%) (%)
0m
Rotary Cored
Ahmed- 08/08/21 Type of Boring:
B48-E
Depth of Casing:
Borehole Log Scale 1:50
ACTS/KSA/Q-14728/21
Logged by/date:
Rig Type:
Date Finished: 06-08-21
Location: Jeddah
Depth of
GWT (m)
Project No:
27-07-21
Jeddah Islamic Port
FR
(%)
Sheet 4 of 5
Date Started:
E
(MPa)
Project Name:
Borehole No: LBH-105
Borehole Depth: 48.5m
Gravel
(%)
BOREHOLE LOG
[25.95-40.50]
Weathered
Oolitic
Limestone: Very weak to weak, light
greyish beige to beige, completely to highly
weathered, Coral Limestone with presence
of voids, fossils and shells, inter-bedded
with medium dense to very dense, light
greenish beige to light brown beige, silty
SAND with gravel (continued)
[31.5m - 31.95m]:Medium desne, light
greenish beige to light brown beige, silty
SAND with gravel
32.0
32.5
33.0
[33m - 33.13m]:Very dense, light greenish
beige to light brown beige, silty SAND with
gravel
33.5
C-37
29
20
20
0
34.0
3.2
34.5
35.0
C-38
13
0
35.5
36.0
SPT-39
50/
2cm
>50
[36m - 36.02m]:Very dense, light greenish
beige to light brown beige, silty SAND with
gravel
36.5
C-40
24
4
0
0
C-41
27
11
11
0
37.0
BOREHOLE LOG WITH LAB RESULTS JEDDAH ISLAMIC PORT.GPJ ACTS DATA TEMPLATE.GDT 8/30/21
37.5
38.0
38.5
39.0
0
39.5
C-42
Remarks:
Legend:
SPT: Standard Penetration Test
B : Bulk Disturbed Sample
TCR: Total Core Recovery
GWT: Ground W ater Table
UCS: Unconfined Compressive Strength
C
U : Undisturbed Sample
SCR: Solid Core Recovery
FI
E
NI : Non Intact Core
RQD: Rock Quality Designation
FR : Flush Return
: Core Sample
SPT(C) : SPT(Cone)
: Fracture Index
: Elastic Modulus
PLSI : Point Load Strength Index
Core Diameter:
63.5mm
GWT (mMSL):
0.64
Grid: 36M UTM
Description & Remarks
East (X-m):
516434.84
Level (m):
3.31
Datum: MSL
Fines
(%)
N
Value
2372435.01
Sand
(%)
Blows/
150mm
North (Y-m):
PLSI
(MPa)
SPT
UCS
(MPa)
2.67
Legend
N/A
GWT (mbGL):
Depth
(m)
Piezometer:
HQ
Level
(m)
95.6mm
Coordinates
Saudi Archirodon Ltd.
Core Barrel Type:
Normen
Sample
Type
& No
Client Name:
Dia. of Boring:
M.S- 10/08/21
Scale
(m)
101.6mm
Water
Drilled by:
FI
ID Dia. of Casing:
Drilling Fluid:
Checked by/date:
TCR SCR RQD
(%) (%) (%)
0m
Rotary Cored
Ahmed- 08/08/21 Type of Boring:
B48-E
Depth of Casing:
Borehole Log Scale 1:50
ACTS/KSA/Q-14728/21
Logged by/date:
Rig Type:
Date Finished: 06-08-21
Location: Jeddah
Depth of
GWT (m)
Project No:
27-07-21
Jeddah Islamic Port
FR
(%)
Sheet 5 of 5
Date Started:
E
(MPa)
Project Name:
Borehole No: LBH-105
Borehole Depth: 48.5m
Gravel
(%)
BOREHOLE LOG
0
-37.19 40.50
40.5
[40.5-48.5] Silty SAND: Medium dense,
light greenish beige to light brown beige,
silty SAND
[40.5m - 40.95m]:Medium desne, light
greenish beige to light brown beige, silty
SAND
SPT-43
4
6
6
12
SPT-44
5
5
7
12
[42m - 42.45m]:Medium desne, light
greenish beige to light brown beige, silty
SAND
SPT-45
5
7
8
15
[43.5m - 43.95m]:Medium desne, light
greenish beige to light brown beige, silty
SAND
SPT-46
5
5
7
12
[45m - 45.45m]:Medium desne, light
greenish beige to light brown beige, silty
SAND
SPT-47
5
9
9
18
[46.5m - 46.95m]:Medium desne, light
greenish beige to light brown beige, silty
SAND
SPT-48
8
8
8
16
[48m - 48.45m]:Medium desne, light
greenish beige to light brown beige, silty
SAND
41.0
41.5
42.0
42.5
43.0
43.5
44.0
44.5
45.0
45.5
46.0
46.5
47.0
BOREHOLE LOG WITH LAB RESULTS JEDDAH ISLAMIC PORT.GPJ ACTS DATA TEMPLATE.GDT 8/30/21
47.5
48.0
48.5
-45.19 48.50
END OF BOREHOLE @ 48.5m
49.0
49.5
Remarks:
Legend:
SPT: Standard Penetration Test
B : Bulk Disturbed Sample
TCR: Total Core Recovery
GWT: Ground W ater Table
UCS: Unconfined Compressive Strength
C
U : Undisturbed Sample
SCR: Solid Core Recovery
FI
E
NI : Non Intact Core
RQD: Rock Quality Designation
FR : Flush Return
: Core Sample
SPT(C) : SPT(Cone)
: Fracture Index
: Elastic Modulus
PLSI : Point Load Strength Index
2.66
Core Diameter:
63.5mm
GWT (mMSL):
0.66
Grid: 36M UTM
Description & Remarks
2.57
0.75
East (X-m):
516346.90
Level (m):
3.32
Datum: MSL
Fines
(%)
N
Value
2372932.24
Sand
(%)
Blows/
150mm
North (Y-m):
PLSI
(MPa)
Sample
Type
& No
SPT
UCS
(MPa)
N/A
GWT (mbGL):
Legend
Piezometer:
HQ
Depth
(m)
95.6mm
Core Barrel Type:
Normen
Level
(m)
Dia. of Boring:
M.S- 10/08/21
FI
Saudi Archirodon Ltd.
Water
Drilled by:
B48-E
Client Name:
Drilling Fluid:
Checked by/date:
Scale
(m)
Borehole Log Scale 1:50
Rotary Cored
Ahmed- 30/07/21 Type of Boring:
TCR SCR RQD
(%) (%) (%)
ID Dia. of Casing:
Coordinates
ACTS/KSA/Q-14728/21
Logged by/date:
Rig Type:
Date Finished: 25-07-21
Location: Jeddah
Depth of
GWT (m)
Project No:
Depth of Casing:
11-07-21
Jeddah Islamic Port
FR
(%)
Sheet 1 of 5
Date Started:
E
(MPa)
Project Name:
Borehole No: LBH-106
Borehole Depth: 48.5m
Gravel
(%)
BOREHOLE LOG
22.0
65.0
13.0
[0-0.75] Reclaimed/Fill Materials: Light
grey to dark grey, pieces of concrete
C-1
0.5
1.0
11
6
7
9
16
3
5
5
10
SPT-8
5
4
7
11
[3m - 3.45m]:Medium dense, light greenish
beige to light brown silty SAND with gravel
SPT-9
7
4
5
9
[3.75m - 4.2m]:Loose, light greenish beige
to light brown silty SAND with gravel
SPT-10
4
5
7
12
SPT-11
2
5
4
9
[6m - 6.45m]:Loose, light greenish beige to
light brown silty SAND with gravel
SPT-12
3
4
5
9
[7.5m - 7.95m]:Loose, light greenish beige
to light brown silty SAND with gravel
SPT-13
5
5
7
12
[9m - 9.45m]:Medium dense, light greenish
beige to light brown silty SAND with gravel
SPT-2
C-3
1.5
SPT-4
2.0
2.5
[0.75-25.5] Reclaimed/Fill Materials: Light
greenish brown to dark greenish brown,
Cobbles, Pebbles & Gravels of igneous
origin (Granite, Granodiorite, Andesite
etc...), interbedded with loose to medium
dense, light greenish beige to light brown
silty SAND with gravel
[0.75m - 1.2m]:Medium dense, light
greenish beige to light brown silty SAND
with gravel
[1.5m - 1.95m]:Medium dense, light
greenish beige to light brown silty SAND
with gravel
[2.25m - 2.7m]:Medium dense, light
greenish beige to light brown silty SAND
with gravel
3
6
5
C-5
SPT-6
C-7
3.0
2.66 m
16/08/21
3.5
4.0
4.5
[4.5m - 4.95m]:Medium dense, light
greenish beige to light brown silty SAND
with gravel
5.0
5.5
6.0
6.5
7.0
BOREHOLE LOG WITH LAB RESULTS JEDDAH ISLAMIC PORT.GPJ ACTS DATA TEMPLATE.GDT 8/30/21
7.5
8.0
8.5
9.0
9.5
Remarks:
Legend:
SPT: Standard Penetration Test
B : Bulk Disturbed Sample
TCR: Total Core Recovery
GWT: Ground W ater Table
UCS: Unconfined Compressive Strength
C
U : Undisturbed Sample
SCR: Solid Core Recovery
FI
E
NI : Non Intact Core
RQD: Rock Quality Designation
FR : Flush Return
: Core Sample
SPT(C) : SPT(Cone)
: Fracture Index
: Elastic Modulus
PLSI : Point Load Strength Index
2.66
Core Diameter:
63.5mm
GWT (mMSL):
0.66
Grid: 36M UTM
11
SPT-16
4
5
7
12
[12m - 12.45m]:Medium dense, light
greenish beige to light brown silty SAND
with gravel
SPT-18
4
5
7
12
[13.5m - 13.95m]:Medium dense, light
greenish beige to light brown silty SAND
with gravel
SPT-19
3
5
4
9
[15m - 15.45m]:Loose, light greenish beige
to light brown silty SAND with gravel
SPT-20
4
5
6
11
[16.5m - 16.95m]:Medium dense, light
greenish beige to light brown silty SAND
SPT-21
5
7
6
13
[18m - 18.45m]:Medium dense, light
greenish beige to light brown silty SAND
11.0
516346.90
Level (m):
3.32
Datum: MSL
[0.75-25.5] Reclaimed/Fill Materials: Light
greenish brown to dark greenish brown,
Cobbles, Pebbles & Gravels of igneous
origin (Granite, Granodiorite, Andesite
etc...), interbedded with loose to medium
dense, light greenish beige to light brown
silty SAND with gravel (continued)
[10.5m - 10.95m]:Medium dense, light
greenish beige to light brown silty SAND
with gravel
4
5
6
SPT-14
11.5
Description & Remarks
East (X-m):
Fines
(%)
N
Value
2372932.24
Sand
(%)
Blows/
150mm
North (Y-m):
PLSI
(MPa)
Sample
Type
& No
Scale
(m)
SPT
UCS
(MPa)
N/A
GWT (mbGL):
Legend
Piezometer:
HQ
Depth
(m)
95.6mm
Core Barrel Type:
Normen
Level
(m)
Dia. of Boring:
M.S- 10/08/21
FI
Saudi Archirodon Ltd.
Water
Drilled by:
B48-E
Client Name:
Drilling Fluid:
Checked by/date:
10.5
Borehole Log Scale 1:50
Rotary Cored
Ahmed- 30/07/21 Type of Boring:
TCR SCR RQD
(%) (%) (%)
ID Dia. of Casing:
Coordinates
ACTS/KSA/Q-14728/21
Logged by/date:
Rig Type:
Date Finished: 25-07-21
Location: Jeddah
Depth of
GWT (m)
Project No:
Depth of Casing:
11-07-21
Jeddah Islamic Port
FR
(%)
Sheet 2 of 5
Date Started:
E
(MPa)
Project Name:
Borehole No: LBH-106
Borehole Depth: 48.5m
Gravel
(%)
BOREHOLE LOG
C-15
12.0
12.5
13.0
13.5
14.0
14.5
15.0
15.5
16.0
C-17
16.5
17.0
BOREHOLE LOG WITH LAB RESULTS JEDDAH ISLAMIC PORT.GPJ ACTS DATA TEMPLATE.GDT 8/30/21
17.5
18.0
18.5
19.0
19.5
Remarks:
Legend:
SPT: Standard Penetration Test
B : Bulk Disturbed Sample
TCR: Total Core Recovery
GWT: Ground W ater Table
UCS: Unconfined Compressive Strength
C
U : Undisturbed Sample
SCR: Solid Core Recovery
FI
E
NI : Non Intact Core
RQD: Rock Quality Designation
FR : Flush Return
: Core Sample
SPT(C) : SPT(Cone)
: Fracture Index
: Elastic Modulus
PLSI : Point Load Strength Index
2.66
Core Diameter:
63.5mm
GWT (mMSL):
0.66
Grid: 36M UTM
Description & Remarks
East (X-m):
516346.90
Level (m):
3.32
Datum: MSL
Fines
(%)
N
Value
2372932.24
Sand
(%)
Blows/
150mm
North (Y-m):
PLSI
(MPa)
Sample
Type
& No
Scale
(m)
SPT
UCS
(MPa)
N/A
GWT (mbGL):
Legend
Piezometer:
HQ
Depth
(m)
95.6mm
Core Barrel Type:
Normen
Level
(m)
Dia. of Boring:
M.S- 10/08/21
FI
Saudi Archirodon Ltd.
Water
Drilled by:
B48-E
Client Name:
Drilling Fluid:
Checked by/date:
5.0
72.0
23.0
[0.75-25.5] Reclaimed/Fill Materials: Light
greenish brown to dark greenish brown,
Cobbles, Pebbles & Gravels of igneous
origin (Granite, Granodiorite, Andesite
etc...), interbedded with loose to medium
dense, light greenish beige to light brown
silty SAND with gravel (continued)
C-22
20.5
21.0
Borehole Log Scale 1:50
Rotary Cored
Ahmed- 30/07/21 Type of Boring:
TCR SCR RQD
(%) (%) (%)
ID Dia. of Casing:
Coordinates
ACTS/KSA/Q-14728/21
Logged by/date:
Rig Type:
Date Finished: 25-07-21
Location: Jeddah
Depth of
GWT (m)
Project No:
Depth of Casing:
11-07-21
Jeddah Islamic Port
FR
(%)
Sheet 3 of 5
Date Started:
E
(MPa)
Project Name:
Borehole No: LBH-106
Borehole Depth: 48.5m
Gravel
(%)
BOREHOLE LOG
SPT-23
4
5
5
10
[21m - 21.45m]:Medium dense, light
greenish beige to light brown silty SAND
SPT-24
3
5
5
10
[22.5m - 22.95m]:Medium dense, light
greenish beige to light brown silty SAND
21.5
22.0
22.5
23.0
23.5
C-25
24.0
24.5
C-26
25.0
-22.18 25.50
25.5
[25.5-36.0]
Reclaimed/Fill
Materials:
Whitish to light greyish beige, completely
weathered boulders, cobbles, pebbles,
gravels and rock fragments of coral
Limestone
of
calcareous
origin,
interbedded with medium dense, light
greenish beige to light brown silty SAND
26.0
C-27
26.5
27.0
BOREHOLE LOG WITH LAB RESULTS JEDDAH ISLAMIC PORT.GPJ ACTS DATA TEMPLATE.GDT 8/30/21
27.5
C-28
28.0
28.5
29.0
C-29
29.5
Remarks:
Legend:
SPT: Standard Penetration Test
B : Bulk Disturbed Sample
TCR: Total Core Recovery
GWT: Ground W ater Table
UCS: Unconfined Compressive Strength
C
U : Undisturbed Sample
SCR: Solid Core Recovery
FI
E
NI : Non Intact Core
RQD: Rock Quality Designation
FR : Flush Return
: Core Sample
SPT(C) : SPT(Cone)
: Fracture Index
: Elastic Modulus
PLSI : Point Load Strength Index
2.66
Core Diameter:
63.5mm
GWT (mMSL):
0.66
Grid: 36M UTM
SPT-30
4
5
6
11
SPT-31
3
6
7
13
30.5
31.0
Description & Remarks
East (X-m):
516346.90
Level (m):
3.32
Datum: MSL
Fines
(%)
N
Value
2372932.24
Sand
(%)
Blows/
150mm
North (Y-m):
PLSI
(MPa)
Sample
Type
& No
Scale
(m)
SPT
UCS
(MPa)
N/A
GWT (mbGL):
Legend
Piezometer:
HQ
Depth
(m)
95.6mm
Core Barrel Type:
Normen
Level
(m)
Dia. of Boring:
M.S- 10/08/21
FI
Saudi Archirodon Ltd.
Water
Drilled by:
B48-E
Client Name:
Drilling Fluid:
Checked by/date:
31.5
Borehole Log Scale 1:50
Rotary Cored
Ahmed- 30/07/21 Type of Boring:
TCR SCR RQD
(%) (%) (%)
ID Dia. of Casing:
Coordinates
ACTS/KSA/Q-14728/21
Logged by/date:
Rig Type:
Date Finished: 25-07-21
Location: Jeddah
Depth of
GWT (m)
Project No:
Depth of Casing:
11-07-21
Jeddah Islamic Port
FR
(%)
Sheet 4 of 5
Date Started:
E
(MPa)
Project Name:
Borehole No: LBH-106
Borehole Depth: 48.5m
Gravel
(%)
BOREHOLE LOG
[25.5-36.0]
Reclaimed/Fill
Materials:
Whitish to light greyish beige, completely
weathered boulders, cobbles, pebbles,
gravels and rock fragments of coral
Limestone
of
calcareous
origin,
interbedded with medium dense, light
greenish beige to light brown silty SAND
(continued)
[30m - 30.45m]:Medium dense, light
greenish beige to light brown silty SAND
[31.5m - 31.95m]:Medium dense, light
greenish beige to light brown silty SAND
32.0
32.5
C-32
33.0
33.5
C-33
34.0
34.5
1.8
35.0
C-34
35.5
-32.68 36.00
36.0
[36.0-48.45] Silty SAND: Medium dense,
light greyish brown to light brown, fine to
medium silty SAND
36.5
C-35
37.0
BOREHOLE LOG WITH LAB RESULTS JEDDAH ISLAMIC PORT.GPJ ACTS DATA TEMPLATE.GDT 8/30/21
37.5
SPT-36
5
7
7
14
[37.5m - 37.95m]:Medium dense, light
greenish beige to light brown silty SAND
SPT-37
6
5
7
12
[39m - 39.45m]:Medium dense, light
greenish beige to light brown silty SAND
38.0
38.5
39.0
39.5
Remarks:
Legend:
SPT: Standard Penetration Test
B : Bulk Disturbed Sample
TCR: Total Core Recovery
GWT: Ground W ater Table
UCS: Unconfined Compressive Strength
C
U : Undisturbed Sample
SCR: Solid Core Recovery
FI
E
NI : Non Intact Core
RQD: Rock Quality Designation
FR : Flush Return
: Core Sample
SPT(C) : SPT(Cone)
: Fracture Index
: Elastic Modulus
PLSI : Point Load Strength Index
2.66
Core Diameter:
63.5mm
GWT (mMSL):
0.66
Grid: 36M UTM
Description & Remarks
East (X-m):
516346.90
Level (m):
3.32
Datum: MSL
Fines
(%)
N
Value
2372932.24
Sand
(%)
Blows/
150mm
North (Y-m):
PLSI
(MPa)
Sample
Type
& No
SPT
UCS
(MPa)
N/A
GWT (mbGL):
Legend
Piezometer:
HQ
Depth
(m)
95.6mm
Core Barrel Type:
Normen
Level
(m)
Dia. of Boring:
M.S- 10/08/21
FI
Saudi Archirodon Ltd.
Water
Drilled by:
B48-E
Client Name:
Drilling Fluid:
Checked by/date:
Scale
(m)
Borehole Log Scale 1:50
Rotary Cored
Ahmed- 30/07/21 Type of Boring:
TCR SCR RQD
(%) (%) (%)
ID Dia. of Casing:
Coordinates
ACTS/KSA/Q-14728/21
Logged by/date:
Rig Type:
Date Finished: 25-07-21
Location: Jeddah
Depth of
GWT (m)
Project No:
Depth of Casing:
11-07-21
Jeddah Islamic Port
FR
(%)
Sheet 5 of 5
Date Started:
E
(MPa)
Project Name:
Borehole No: LBH-106
Borehole Depth: 48.5m
Gravel
(%)
BOREHOLE LOG
1.0
83.0
16.0
[36.0-48.45] Silty SAND: Medium dense,
light greyish brown to light brown, fine to
medium silty SAND (continued)
40.5
SPT-38
5
5
8
13
[40.5m - 40.95m]:Medium dense, light
greenish beige to light brown silty SAND
SPT-39
5
5
7
12
[42m - 42.45m]:Medium dense, light
greenish beige to light brown silty SAND
SPT-40
3
6
7
13
[43.5m - 43.95m]:Medium dense, light
greenish beige to light brown silty SAND
SPT-41
5
6
5
11
[45m - 45.45m]:Medium dense, light
greenish beige to light brown silty SAND
SPT-42
4
5
7
12
[46.5m - 46.95m]:Medium dense, light
greenish beige to light brown silty SAND
SPT-43
5
7
6
13
[48m - 48.45m]:Medium dense, light
greenish beige to light brown silty SAND
41.0
41.5
42.0
42.5
43.0
43.5
44.0
44.5
45.0
45.5
46.0
46.5
47.0
BOREHOLE LOG WITH LAB RESULTS JEDDAH ISLAMIC PORT.GPJ ACTS DATA TEMPLATE.GDT 8/30/21
47.5
48.0
48.5
-45.18 48.50
END OF BOREHOLE @ 48.5m
49.0
49.5
Remarks:
Legend:
SPT: Standard Penetration Test
B : Bulk Disturbed Sample
TCR: Total Core Recovery
GWT: Ground W ater Table
UCS: Unconfined Compressive Strength
C
U : Undisturbed Sample
SCR: Solid Core Recovery
FI
E
NI : Non Intact Core
RQD: Rock Quality Designation
FR : Flush Return
: Core Sample
SPT(C) : SPT(Cone)
: Fracture Index
: Elastic Modulus
PLSI : Point Load Strength Index
Saudi Archirodon Ltd.
Core Diameter:
63.5mm
GWT (mMSL):
0.57
Grid: 36M UTM
N
Value
Description & Remarks
2.51
0.75
East (X-m):
516320.30
Level (m):
3.26
Datum: MSL
Fines
(%)
Blows/
150mm
2373083.19
PLSI
(MPa)
SPT
UCS
(MPa)
2.69
Legend
N/A
GWT (mbGL):
Depth
(m)
Piezometer:
HQ
Level
(m)
95.6mm
North (Y-m):
Sand
(%)
Client Name:
Core Barrel Type:
Normen
Sample
Type
& No
Borehole Log Scale 1:50
Dia. of Boring:
M.S- 15/07/21
Scale
(m)
122.6mm
Water
Drilled by:
FI
ID Dia. of Casing:
Drilling Fluid:
Checked by/date:
TCR SCR RQD
(%) (%) (%)
3m
Rotary Cored
Ahmed- 14/07/21 Type of Boring:
B48-E
Depth of Casing:
Coordinates
ACTS/KSA/Q-14728/21
Logged by/date:
Rig Type:
Date Finished: 10-07-21
Location: Jeddah
Depth of
GWT (m)
Project No:
28-06-21
Jeddah Islamic Port
FR
(%)
Sheet 1 of 5
Date Started:
E
(MPa)
Project Name:
Borehole No: LBH-107
Borehole Depth: 48.45m
Gravel
(%)
BOREHOLE LOG
[0-0.75] Reclaimed/Fill Materials: Light
grey to grey, pieces of concrete
C-1
0.5
1.0
SPT-2
11
SPT-3
5
4
3
7
SPT-4
7
4
6
10
3
6
4
10
4
3
5
8
[3.75m - 4.2m]:Loose, light greenish beige
to dark greenish brown, silty SAND with
gravel
2
2
3
5
[4.5m - 4.95m]:Loose, light greenish beige
to dark greenish brown, silty SAND with
gravel
3
3
3
6
[6m - 6.45m]:Loose, light greenish beige to
dark greenish brown, silty SAND with
gravel
SPT-14
4
3
4
7
[7.5m - 7.95m]:Loose, light greenish beige
to dark greenish brown, silty SAND with
gravel
SPT-15
3
3
5
8
[9m - 9.45m]:Loose, light greenish beige to
dark greenish brown, silty SAND with
gravel
-6.19
1.5
2.0
2.5
C-5
3.0
SPT-6
3.5
4.0
[0.75-9.45] Reclaimed/Fill Materials: Light
greenish brown to dark greenish brown,
Cobbles, Pebbles & Gravels of igneous
origin (Granite, Granodiorite, Andesite
etc...) interbedded with loose to medium
dense, light greenish beige to dark
greenish brown, silty SAND with gravel,
gravel are medium to coarse of basalt
origin
[0.75m - 1.2m]:Medium dense, light
greenish beige to dark greenish brown,
silty SAND with gravel
[1.5m - 1.95m]:Loose, light greenish beige
to dark greenish brown, silty SAND with
gravel
[2.25m - 2.7m]:Loose to medium dense,
light greenish beige to dark greenish
brown, silty SAND with gravel
[3m - 3.45m]:Loose to medium dense, light
greenish beige to dark greenish brown,
silty SAND with gravel
3
6
5
2.69 m
11/07/21
31.4
C-7
SPT-8
C-9
4.5
SPT-10
5.0
5.5
C-11
6.0
SPT-12
6.5
7.0
C-13
BOREHOLE LOG WITH LAB RESULTS JEDDAH ISLAMIC PORT.GPJ ACTS DATA TEMPLATE.GDT 8/30/21
7.5
8.0
8.5
9.0
9.5
9.45
Remarks:
Legend:
SPT: Standard Penetration Test
B : Bulk Disturbed Sample
TCR: Total Core Recovery
GWT: Ground W ater Table
UCS: Unconfined Compressive Strength
C
U : Undisturbed Sample
SCR: Solid Core Recovery
FI
E
NI : Non Intact Core
RQD: Rock Quality Designation
FR : Flush Return
: Core Sample
SPT(C) : SPT(Cone)
: Fracture Index
: Elastic Modulus
PLSI : Point Load Strength Index
Saudi Archirodon Ltd.
2.69
Core Diameter:
63.5mm
GWT (mMSL):
0.57
Grid: 36M UTM
Description & Remarks
East (X-m):
516320.30
Level (m):
3.26
Datum: MSL
Fines
(%)
N
Value
2373083.19
Sand
(%)
Blows/
150mm
North (Y-m):
PLSI
(MPa)
SPT
UCS
(MPa)
N/A
GWT (mbGL):
Legend
Piezometer:
HQ
Depth
(m)
95.6mm
Level
(m)
Sample
Type
& No
Client Name:
Core Barrel Type:
Normen
Scale
(m)
Borehole Log Scale 1:50
Dia. of Boring:
M.S- 15/07/21
C-16
122.6mm
Water
Drilled by:
FI
ID Dia. of Casing:
Drilling Fluid:
Checked by/date:
TCR SCR RQD
(%) (%) (%)
3m
Rotary Cored
Ahmed- 14/07/21 Type of Boring:
B48-E
Depth of Casing:
Coordinates
ACTS/KSA/Q-14728/21
Logged by/date:
Rig Type:
Date Finished: 10-07-21
Location: Jeddah
Depth of
GWT (m)
Project No:
28-06-21
Jeddah Islamic Port
FR
(%)
Sheet 2 of 5
Date Started:
E
(MPa)
Project Name:
Borehole No: LBH-107
Borehole Depth: 48.45m
Gravel
(%)
BOREHOLE LOG
[9.45-33.5]
Reclaimed/Fill
Materials:
Whitish to light greyish beige, completely
weathered boulders, cobbles, pebbles,
gravels and rock fragments of coral
Limestone of calcareous origin with
presence of some voids, fossils and shells,
inter-bedded with loose to medium dense,
light greyish brown to brown, fine to
medium grained silty SAND (continued)
10.5
11.0
C-17
11.5
12.0
12.5
C-18
13.0
13.5
14.0
C-19
14.5
15.0
15.5
C-20
16.0
16.5
17.0
C-21
BOREHOLE LOG WITH LAB RESULTS JEDDAH ISLAMIC PORT.GPJ ACTS DATA TEMPLATE.GDT 8/30/21
17.5
18.0
18.5
C-22
19.0
19.5
Remarks:
Legend:
SPT: Standard Penetration Test
B : Bulk Disturbed Sample
TCR: Total Core Recovery
GWT: Ground W ater Table
UCS: Unconfined Compressive Strength
C
U : Undisturbed Sample
SCR: Solid Core Recovery
FI
E
NI : Non Intact Core
RQD: Rock Quality Designation
FR : Flush Return
: Core Sample
SPT(C) : SPT(Cone)
: Fracture Index
: Elastic Modulus
PLSI : Point Load Strength Index
Saudi Archirodon Ltd.
Core Diameter:
63.5mm
GWT (mMSL):
0.57
Grid: 36M UTM
N
Value
Description & Remarks
East (X-m):
516320.30
Level (m):
3.26
Datum: MSL
Fines
(%)
Blows/
150mm
2373083.19
PLSI
(MPa)
SPT
UCS
(MPa)
2.69
Legend
N/A
GWT (mbGL):
Depth
(m)
Piezometer:
HQ
Level
(m)
95.6mm
North (Y-m):
Sand
(%)
Client Name:
Core Barrel Type:
Normen
Sample
Type
& No
Borehole Log Scale 1:50
Dia. of Boring:
M.S- 15/07/21
Scale
(m)
122.6mm
Water
Drilled by:
FI
ID Dia. of Casing:
Drilling Fluid:
Checked by/date:
TCR SCR RQD
(%) (%) (%)
3m
Rotary Cored
Ahmed- 14/07/21 Type of Boring:
B48-E
Depth of Casing:
Coordinates
ACTS/KSA/Q-14728/21
Logged by/date:
Rig Type:
Date Finished: 10-07-21
Location: Jeddah
Depth of
GWT (m)
Project No:
28-06-21
Jeddah Islamic Port
FR
(%)
Sheet 3 of 5
Date Started:
E
(MPa)
Project Name:
Borehole No: LBH-107
Borehole Depth: 48.45m
Gravel
(%)
BOREHOLE LOG
[9.45-33.5]
Reclaimed/Fill
Materials:
Whitish to light greyish beige, completely
weathered boulders, cobbles, pebbles,
gravels and rock fragments of coral
Limestone of calcareous origin with
presence of some voids, fossils and shells,
inter-bedded with loose to medium dense,
light greyish brown to brown, fine to
medium grained silty SAND (continued)
C-23
20.5
21.0
21.5
C-24
22.0
22.5
23.0
C-25
23.5
24.0
24.5
C-26
25.0
25.5
26.0
C-27
26.5
27.0
SPT-28
5
7
9
16
[27m - 27.45m]:Medium dense, light
greyish brown to brown, silty SAND
SPT-29
3
5
7
12
[28.5m - 28.95m]:Medium dense, light
greyish brown to brown, silty SAND
BOREHOLE LOG WITH LAB RESULTS JEDDAH ISLAMIC PORT.GPJ ACTS DATA TEMPLATE.GDT 8/30/21
27.5
28.0
28.5
29.0
29.5
Remarks:
Legend:
SPT: Standard Penetration Test
B : Bulk Disturbed Sample
TCR: Total Core Recovery
GWT: Ground W ater Table
UCS: Unconfined Compressive Strength
C
U : Undisturbed Sample
SCR: Solid Core Recovery
FI
E
NI : Non Intact Core
RQD: Rock Quality Designation
FR : Flush Return
: Core Sample
SPT(C) : SPT(Cone)
: Fracture Index
: Elastic Modulus
PLSI : Point Load Strength Index
2.69
Coordinates
Core Diameter:
63.5mm
GWT (mMSL):
0.57
Grid: 36M UTM
SPT-30
2
6
4
10
SPT-31
3
5
4
9
[31.5m - 31.95m]:Loose, light greyish
brown to brown, silty SAND
SPT-32
5
4
3
7
[33m - 33.45m]:Loose, light greyish brown
to brown, silty SAND
East (X-m):
516320.30
Level (m):
3.26
Datum: MSL
Fines
(%)
N
Value
2373083.19
Sand
(%)
Description & Remarks
Blows/
150mm
North (Y-m):
PLSI
(MPa)
SPT
UCS
(MPa)
N/A
GWT (mbGL):
Legend
Piezometer:
HQ
Depth
(m)
95.6mm
Level
(m)
Sample
Type
& No
Saudi Archirodon Ltd.
Core Barrel Type:
Normen
Scale
(m)
Client Name:
Dia. of Boring:
M.S- 15/07/21
4.0
80.0
16.0
[9.45-33.5]
Reclaimed/Fill
Materials:
Whitish to light greyish beige, completely
weathered boulders, cobbles, pebbles,
gravels and rock fragments of coral
Limestone of calcareous origin with
presence of some voids, fossils and shells,
inter-bedded with loose to medium dense,
light greyish brown to brown, fine to
medium grained silty SAND (continued)
[30m - 30.45m]:Loose to medium dense,
light greyish brown to brown, silty SAND
30.5
31.0
31.5
122.6mm
Water
Drilled by:
FI
ID Dia. of Casing:
Drilling Fluid:
Checked by/date:
TCR SCR RQD
(%) (%) (%)
3m
Rotary Cored
Ahmed- 14/07/21 Type of Boring:
B48-E
Depth of Casing:
Borehole Log Scale 1:50
ACTS/KSA/Q-14728/21
Logged by/date:
Rig Type:
Date Finished: 10-07-21
Location: Jeddah
Depth of
GWT (m)
Project No:
28-06-21
Jeddah Islamic Port
FR
(%)
Sheet 4 of 5
Date Started:
E
(MPa)
Project Name:
Borehole No: LBH-107
Borehole Depth: 48.45m
Gravel
(%)
BOREHOLE LOG
32.0
32.5
33.0
-30.24 33.50
33.5
34.0
C-33
43
0
C-34
17
0
34.5
[33.5-36] Weathered Oolitic Limestone:
Whitish to light greyish beige, completely
weathered boulders, cobbles, pebbles,
gravels and rock fragments of coral
Limestone of calcareous origin with
presence of some voids, fossils and shells,
inter-bedded with medium dense, light
greenish beige to light brown, poorly
graded silty SAND with gravel, gravel are
medium to coarse of Oolitic Limestone
35.0
35.5
-32.74 36.00
36.0
[36-48.45] Silty SAND: Loose to medium
dense, light greyish brown to brown, fine to
medium silty SAND (SM)
[36m - 36.45m]:Medium dense, light
greyish brown to brown, silty SAND
SPT-35
5
5
7
12
SPT-36
4
5
6
11
[37.5m - 37.95m]:Medium dense, light
greyish brown to brown, silty SAND
SPT-37
3
6
6
12
[39m - 39.45m]:Medium dense, light
greyish brown to brown, silty SAND
36.5
37.0
BOREHOLE LOG WITH LAB RESULTS JEDDAH ISLAMIC PORT.GPJ ACTS DATA TEMPLATE.GDT 8/30/21
37.5
38.0
38.5
39.0
39.5
Remarks:
Legend:
SPT: Standard Penetration Test
B : Bulk Disturbed Sample
TCR: Total Core Recovery
GWT: Ground W ater Table
UCS: Unconfined Compressive Strength
C
U : Undisturbed Sample
SCR: Solid Core Recovery
FI
E
NI : Non Intact Core
RQD: Rock Quality Designation
FR : Flush Return
: Core Sample
SPT(C) : SPT(Cone)
: Fracture Index
: Elastic Modulus
PLSI : Point Load Strength Index
Saudi Archirodon Ltd.
Core Diameter:
63.5mm
GWT (mMSL):
0.57
Grid: 36M UTM
N
Value
Description & Remarks
East (X-m):
516320.30
Level (m):
3.26
Datum: MSL
Fines
(%)
Blows/
150mm
2373083.19
PLSI
(MPa)
SPT
UCS
(MPa)
2.69
Legend
N/A
GWT (mbGL):
Depth
(m)
Piezometer:
HQ
Level
(m)
95.6mm
North (Y-m):
Sand
(%)
Client Name:
Core Barrel Type:
Normen
Sample
Type
& No
Borehole Log Scale 1:50
Dia. of Boring:
M.S- 15/07/21
Scale
(m)
122.6mm
Water
Drilled by:
FI
ID Dia. of Casing:
Drilling Fluid:
Checked by/date:
TCR SCR RQD
(%) (%) (%)
3m
Rotary Cored
Ahmed- 14/07/21 Type of Boring:
B48-E
Depth of Casing:
Coordinates
ACTS/KSA/Q-14728/21
Logged by/date:
Rig Type:
Date Finished: 10-07-21
Location: Jeddah
Depth of
GWT (m)
Project No:
28-06-21
Jeddah Islamic Port
FR
(%)
Sheet 5 of 5
Date Started:
E
(MPa)
Project Name:
Borehole No: LBH-107
Borehole Depth: 48.45m
Gravel
(%)
BOREHOLE LOG
0.0
85.0
15.0
[36-48.45] Silty SAND: Loose to medium
dense, light greyish brown to brown, fine to
medium silty SAND (SM) (continued)
40.5
SPT-38
4
3
6
9
[40.5m - 40.95m]:Loose, light greyish
brown to brown, silty SAND
SPT-39
5
5
7
12
[42m - 42.45m]:Medium dense, light
greyish brown to brown, silty SAND
SPT-40
2
5
7
12
[43.5m - 43.95m]:Medium dense, light
greyish brown to brown, silty SAND
SPT-42
6
7
8
15
[45m - 45.45m]:Medium dense, light
greyish brown to brown, silty SAND
SPT-43
4
7
6
13
[46.5m - 46.95m]:Medium dense, light
greyish brown to brown, silty SAND
SPT-44
5
6
7
13
[48m - 48.45m]:Medium dense, light
greyish brown to brown, silty SAND
41.0
41.5
42.0
42.5
43.0
43.5
44.0
44.5
C-41
6
45.0
45.5
46.0
46.5
47.0
BOREHOLE LOG WITH LAB RESULTS JEDDAH ISLAMIC PORT.GPJ ACTS DATA TEMPLATE.GDT 8/30/21
47.5
48.0
48.5
-45.19 48.45
END OF BOREHOLE @ 48.5m
49.0
49.5
Remarks:
Legend:
SPT: Standard Penetration Test
B : Bulk Disturbed Sample
TCR: Total Core Recovery
GWT: Ground W ater Table
UCS: Unconfined Compressive Strength
C
U : Undisturbed Sample
SCR: Solid Core Recovery
FI
E
NI : Non Intact Core
RQD: Rock Quality Designation
FR : Flush Return
: Core Sample
SPT(C) : SPT(Cone)
: Fracture Index
: Elastic Modulus
PLSI : Point Load Strength Index
Date Finished: 23-06-21
6.5m
ID Dia. of Casing:
127mm
Borehole Log Scale 1:50
Jeddah Islamic Port
ACTS/KSA/Q-14728/21
Depth of Casing:
Location: Jeddah
Client Name:
Saudi Archirodon Ltd.
Checked by/date:
M.S- 30/06/21
Dia. of Boring:
95.6mm
Piezometer:
N/A
Drilled by:
Normen
Core Barrel Type:
HQ
GWT (mbGL):
2.5
Core Diameter:
63.5mm
GWT (mMSL):
0.78
Grid: 36M UTM
TCR SCR RQD
(%) (%) (%)
FI
SPT
Blows/
150mm
N
Value
[0-0.30] Reclaimed/Fill Materials: Light
grey to grey, pieces of concrete
2.98
[0.3-12] Reclaimed/Fill Materials: Light to
dark greenish brown to light brown,
BOULDERS, Cobbles, Pebbles & Gravels
of igneous origin (Granite, Granodiorite,
Andesite etc...) interbedded with loose to
dense, light to dark greenish brown to
brown, silty, gravelly, SAND, medium to
coarse grained SAND
[0.5m - 0.95m]:Loose, light greenish brown
to light brown, silty sandy GRAVEL
[1.5m - 1.95m]:Medium dense, light
brownish grey to dark greenish grey, silty
gravelly SAND
C-1
0.5
SPT-2
1
4
5
9
1.0
C-3
1.5
SPT-4
2.0
2.5
9
10
9
19
4
8
5
13
10
14
17
31
8
6
11
17
Description & Remarks
2373234.19
East (X-m):
516293.80
Level (m):
3.28
PLSI
(MPa)
B48-C
North (Y-m):
E
(MPa)
Sample
Type
& No
Scale
(m)
Rig Type:
UCS
(MPa)
Water
Legend
Drilling Fluid:
Depth
(m)
Rotary Cored
Level
(m)
Type of Boring:
Depth of
GWT (m)
A.E- 28/06/21
FR
(%)
Logged by/date:
Datum: MSL
Fines
(%)
Project No:
02-06-21
Coordinates
Sheet 1 of 5
Date Started:
Sand
(%)
Project Name:
Borehole No: LBH-108
Borehole Depth: 48m
Gravel
(%)
BOREHOLE LOG
39.0
43.0
18.0
0.30
C-5
SPT-6
2.5 m
24/06/21
[2.25m - 2.7m]:Medium dense, light
brownish grey to dark greenish grey, silty
gravelly SAND
C-7
3.0
SPT-8
3.5
4.0
[3m - 3.45m]:Dense, light brownish grey to
dark greenish grey, silty gravelly SAND
C-9
SPT-10
[3.75m - 4.2m]:Medium dense, light
brownish grey to dark greenish grey, silty
gravelly SAND
[4.2m - 4.5m]:No Recovery
4.5
SPT-11
6
8
9
17
5.0
[4.5m - 4.95m]:Medium dense, light
brownish grey to dark greenish grey, silty
gravelly SAND
[5m - 6m]:No Recovery
5.5
6.0
SPT-12
7
6
11
17
[6m - 6.45m]:Medium dense, light
brownish grey to dark greenish grey, silty
gravelly SAND
4
6
7
13
[7.5m - 7.95m]:Medium dense, light
brownish grey to dark greenish grey, silty
gravelly SAND
8
9
9
18
[9m - 9.45m]:Medium dense, light
brownish grey to dark greenish grey, silty
gravelly SAND
6.5
7.0
C-13
BOREHOLE LOG WITH LAB RESULTS JEDDAH ISLAMIC PORT.GPJ ACTS DATA TEMPLATE.GDT 8/30/21
7.5
SPT-14
8.0
8.5
C-15
9.0
SPT-16
9.5
Remarks:
Legend:
SPT: Standard Penetration Test
B : Bulk Disturbed Sample
TCR: Total Core Recovery
GWT: Ground W ater Table
UCS: Unconfined Compressive Strength
C
U : Undisturbed Sample
SCR: Solid Core Recovery
FI
E
NI : Non Intact Core
RQD: Rock Quality Designation
FR : Flush Return
: Core Sample
SPT(C) : SPT(Cone)
: Fracture Index
: Elastic Modulus
PLSI : Point Load Strength Index
Date Finished: 23-06-21
6.5m
ID Dia. of Casing:
127mm
Borehole Log Scale 1:50
Jeddah Islamic Port
ACTS/KSA/Q-14728/21
Depth of Casing:
Location: Jeddah
Client Name:
Saudi Archirodon Ltd.
Water
Checked by/date:
M.S- 30/06/21
Dia. of Boring:
95.6mm
Piezometer:
N/A
Drilled by:
Normen
Core Barrel Type:
HQ
GWT (mbGL):
2.5
Core Diameter:
63.5mm
GWT (mMSL):
0.78
Grid: 36M UTM
C-17
10.5
SPT-18
FI
Blows/
150mm
N
Value
9
15
16
31
5
10
12
22
11.0
11.5
C-19
12.0
SPT-20
12.5
13.0
C-21
13.5
14.0
C-22
14.5
Description & Remarks
East (X-m):
516293.80
Level (m):
3.28
PLSI
(MPa)
TCR SCR RQD
(%) (%) (%)
SPT
2373234.19
E
(MPa)
B48-C
North (Y-m):
UCS
(MPa)
Sample
Type
& No
Scale
(m)
Rig Type:
Legend
Drilling Fluid:
Depth
(m)
Rotary Cored
Level
(m)
Type of Boring:
Depth of
GWT (m)
A.E- 28/06/21
FR
(%)
Logged by/date:
Datum: MSL
Fines
(%)
Project No:
02-06-21
Coordinates
Sheet 2 of 5
Date Started:
Sand
(%)
Project Name:
Borehole No: LBH-108
Borehole Depth: 48m
Gravel
(%)
BOREHOLE LOG
[0.3-12] Reclaimed/Fill Materials: Light to
dark greenish brown to light brown,
BOULDERS, Cobbles, Pebbles & Gravels
of igneous origin (Granite, Granodiorite,
Andesite etc...) interbedded with loose to
dense, light to dark greenish brown to
brown, silty, gravelly, SAND, medium to
coarse grained SAND (continued)
[10.5m - 10.95m]:Dense, light brownish
grey to dark greenish grey, silty gravelly
SAND
-8.72 12.00
[12-13.5] Reclaimed/Fill Materials: Medium
strong to strong, dark greenish brown to
light brown, moderately weathered Igneous
rock (Granite, Granodiorite, Basalt, etc...)
fracture are very close to close,
interbedded with medium dense, light
brownish grey to dark greenish grey, silty
gravelly SAND, medium to coarse grained
SAND
[12m - 12.45m]:Medium dense, light
brownish grey to dark greenish grey, silty -10.22 13.50
gravelly SAND
[13.5-17] Reclaimed/Fill Materials: Light to
dark greenish brown to light brown,
BOULDERS, Cobbles, Pebbles & Gravels
of igneous origin (Granite, Granodiorite,
Andesite etc...) interbedded with loose to
dense to dense, light to dark greenish
brown to brown, silty, gravelly SAND,
medium to coarse grained SAND
116.3
20.4
15.0
15.5
C-23
16.0
16.5
SPT-24
4
6
6
12
17.0
BOREHOLE LOG WITH LAB RESULTS JEDDAH ISLAMIC PORT.GPJ ACTS DATA TEMPLATE.GDT 8/30/21
17.5
C-25
18.0
SPT-26
7
10
11
21
6
6
8
14
18.5
19.0
[16.5m - 16.95m]:Medium dense, light
brownish grey to dark greenish grey, silty
gravelly SAND
-13.72 17.00
[17-30.5] Reclaimed/Fill Materials: Whitish
to light greyish beige, completely
weathered boulders, cobbles, pebbles,
gravels and rock fragments of coral
Limestone of calcareous origin with
presence of some voids, fossils and shells,
inter-bedded with medium dense to dense,
light greenish beige to light beige, silty
sandy GRAVEL, gravel are fine to coarse
of Oolitic Limestone
[18m - 18.45m]:Medium dense, light
greenish beige to light beige, silty sandy
GRAVEL
C-27
19.5
SPT-28
[19.5m - 19.95m]:Medium dense, light
greenish beige to light beige, silty sandy
GRAVEL
Remarks:
Legend:
SPT: Standard Penetration Test
B : Bulk Disturbed Sample
TCR: Total Core Recovery
GWT: Ground W ater Table
UCS: Unconfined Compressive Strength
C
U : Undisturbed Sample
SCR: Solid Core Recovery
FI
E
NI : Non Intact Core
RQD: Rock Quality Designation
FR : Flush Return
: Core Sample
SPT(C) : SPT(Cone)
: Fracture Index
: Elastic Modulus
PLSI : Point Load Strength Index
Date Finished: 23-06-21
6.5m
ID Dia. of Casing:
127mm
Borehole Log Scale 1:50
Jeddah Islamic Port
ACTS/KSA/Q-14728/21
Depth of Casing:
Location: Jeddah
Client Name:
Saudi Archirodon Ltd.
Checked by/date:
M.S- 30/06/21
Dia. of Boring:
95.6mm
Piezometer:
N/A
Drilled by:
Normen
Core Barrel Type:
HQ
GWT (mbGL):
2.5
Core Diameter:
63.5mm
GWT (mMSL):
0.78
Grid: 36M UTM
20.5
TCR SCR RQD
(%) (%) (%)
FI
SPT
Blows/
150mm
N
Value
C-29
21.0
SPT-30
6
8
10
18
12
19
24
43
21.5
22.0
Description & Remarks
2373234.19
East (X-m):
516293.80
Level (m):
3.28
Datum: MSL
PLSI
(MPa)
B48-C
North (Y-m):
E
(MPa)
Sample
Type
& No
Scale
(m)
Rig Type:
UCS
(MPa)
Water
Legend
Drilling Fluid:
Depth
(m)
Rotary Cored
Level
(m)
Type of Boring:
Depth of
GWT (m)
A.E- 28/06/21
FR
(%)
Logged by/date:
Fines
(%)
Project No:
02-06-21
Coordinates
Sheet 3 of 5
Date Started:
Sand
(%)
Project Name:
Borehole No: LBH-108
Borehole Depth: 48m
Gravel
(%)
BOREHOLE LOG
[17-30.5] Reclaimed/Fill Materials: Whitish
to light greyish beige, completely
weathered boulders, cobbles, pebbles,
gravels and rock fragments of coral
Limestone of calcareous origin with
presence of some voids, fossils and shells,
inter-bedded with medium dense to dense,
light greenish beige to light beige, silty
sandy GRAVEL, gravel are fine to coarse
of Oolitic Limestone (continued)
[21m - 21.45m]:Medium dense, light
greenish beige to light beige, silty sandy
GRAVEL
C-31
22.5
23.0
C-32
23.5
24.0
SPT-33
[24m - 24.45m]:Medium dense, light
greenish beige to light beige, silty sandy
GRAVEL
24.5
25.0
C-34
1.7
25.5
26.0
C-35
26.5
27.0
SPT-36
8
8
10
18
[27m - 27.45m]:Medium dense, light
greenish beige to light beige, silty sandy
GRAVEL
9
10
14
24
[28.5m - 28.95m]:Medium dense, light
greenish beige to light beige, silty sandy
GRAVEL
BOREHOLE LOG WITH LAB RESULTS JEDDAH ISLAMIC PORT.GPJ ACTS DATA TEMPLATE.GDT 8/30/21
27.5
28.0
C-37
28.5
SPT-38
29.0
29.5
Remarks:
Legend:
SPT: Standard Penetration Test
B : Bulk Disturbed Sample
TCR: Total Core Recovery
GWT: Ground W ater Table
UCS: Unconfined Compressive Strength
C
U : Undisturbed Sample
SCR: Solid Core Recovery
FI
E
NI : Non Intact Core
RQD: Rock Quality Designation
FR : Flush Return
: Core Sample
SPT(C) : SPT(Cone)
: Fracture Index
: Elastic Modulus
PLSI : Point Load Strength Index
Date Finished: 23-06-21
Depth of Casing:
6.5m
ID Dia. of Casing:
127mm
Borehole Log Scale 1:50
Jeddah Islamic Port
Location: Jeddah
ACTS/KSA/Q-14728/21
Client Name:
Saudi Archirodon Ltd.
Checked by/date:
M.S- 30/06/21
Dia. of Boring:
95.6mm
Piezometer:
N/A
Drilled by:
Normen
Core Barrel Type:
HQ
GWT (mbGL):
2.5
Core Diameter:
63.5mm
GWT (mMSL):
0.78
Grid: 36M UTM
TCR SCR RQD
(%) (%) (%)
SPT-39
FI
SPT
Blows/
150mm
N
Value
8
12
16
28
[30m - 30.45m]:Medium dense, light
greenish beige to light beige, silty sandy
GRAVEL
30.5
31.0
Description & Remarks
2373234.19
East (X-m):
516293.80
Level (m):
3.28
PLSI
(MPa)
B48-C
North (Y-m):
E
(MPa)
Sample
Type
& No
Scale
(m)
Rig Type:
UCS
(MPa)
Water
Legend
Drilling Fluid:
Depth
(m)
Rotary Cored
Level
(m)
Type of Boring:
Depth of
GWT (m)
A.E- 28/06/21
FR
(%)
Logged by/date:
Datum: MSL
Fines
(%)
Project No:
02-06-21
Coordinates
Sheet 4 of 5
Date Started:
Sand
(%)
Project Name:
Borehole No: LBH-108
Borehole Depth: 48m
Gravel
(%)
BOREHOLE LOG
-27.22 30.50
[30.5-35.4]
Reclaimed/Fill
Materials:
Medium strong to weak, light greenish
brown to light grey, highly to moderately
weathered
Igneous
rock
(Granite,
Granodiorite, Basalt, etc...) fractures very
close to close
C-40
31.5
32.0
C-41
32.5
33.0
33.5
C-42
34.0
34.5
35.0
C-43
65
-32.12 35.40
35.5
C-44
20
0
C-45
12
0
36.0
36.5
[35.4-45.8] Weathered Oolitic Limestone:
Whitish to light greyish beige, completely
weathered boulders, cobbles, pebbles,
gravels and rock fragments of coral
Limestone of calcareous origin with
presence of some voids, fossils and shells,
inter-bedded with medium dense, light
greenish beige to light beige, silty sandy
GRAVEL, gravel are fine to coarse of
Oolitic Limestone
37.0
BOREHOLE LOG WITH LAB RESULTS JEDDAH ISLAMIC PORT.GPJ ACTS DATA TEMPLATE.GDT 8/30/21
37.5
10
11
14
SPT-46
[37.5m - 37.95m]:Medium dense, light
greenish beige to light beige, silty sandy
GRAVEL
25
38.0
38.5
C-47
11
39.0
0
9
10
11
SPT-48
[39m - 39.45m]:Medium dense, light
greenish beige to light beige, silty sandy
GRAVEL
21
39.5
18
0
Remarks:
Legend:
SPT: Standard Penetration Test
B : Bulk Disturbed Sample
TCR: Total Core Recovery
GWT: Ground W ater Table
UCS: Unconfined Compressive Strength
C
U : Undisturbed Sample
SCR: Solid Core Recovery
FI
E
NI : Non Intact Core
RQD: Rock Quality Designation
FR : Flush Return
: Core Sample
SPT(C) : SPT(Cone)
: Fracture Index
: Elastic Modulus
PLSI : Point Load Strength Index
Date Finished: 23-06-21
Depth of Casing:
6.5m
ID Dia. of Casing:
127mm
Borehole Log Scale 1:50
Jeddah Islamic Port
Location: Jeddah
ACTS/KSA/Q-14728/21
Client Name:
Saudi Archirodon Ltd.
Checked by/date:
M.S- 30/06/21
Dia. of Boring:
95.6mm
Piezometer:
N/A
Drilled by:
Normen
Core Barrel Type:
HQ
GWT (mbGL):
2.5
Core Diameter:
63.5mm
GWT (mMSL):
0.78
Grid: 36M UTM
TCR SCR RQD
(%) (%) (%)
C-49
FI
SPT
Blows/
150mm
N
Value
18
0
40.5
7
10
10
SPT-50
20
41.0
41.5
C-51
33
15
10
42.0
0
Description & Remarks
2373234.19
East (X-m):
516293.80
Level (m):
3.28
PLSI
(MPa)
B48-C
North (Y-m):
E
(MPa)
Sample
Type
& No
Scale
(m)
Rig Type:
UCS
(MPa)
Water
Legend
Drilling Fluid:
Depth
(m)
Rotary Cored
Level
(m)
Type of Boring:
Depth of
GWT (m)
A.E- 28/06/21
FR
(%)
Logged by/date:
Datum: MSL
Fines
(%)
Project No:
02-06-21
Coordinates
Sheet 5 of 5
Date Started:
Sand
(%)
Project Name:
Borehole No: LBH-108
Borehole Depth: 48m
Gravel
(%)
BOREHOLE LOG
[35.4-45.8] Weathered Oolitic Limestone:
Whitish to light greyish beige, completely
weathered boulders, cobbles, pebbles,
gravels and rock fragments of coral
Limestone of calcareous origin with
presence of some voids, fossils and shells,
inter-bedded with medium dense, light
greenish beige to light beige, silty sandy
GRAVEL, gravel are fine to coarse of
Oolitic Limestone (continued)
[40.5m - 40.95m]:Medium dense, light
greenish beige to light beige, silty sandy
GRAVEL
SPT-52
6
8
10
18
[42m - 42.45m]:Medium dense, light
greenish beige to light beige, silty sandy
GRAVEL
SPT-53
7
8
10
18
[43.5m - 43.95m]:Medium dense, light
greenish beige to light beige, silty sandy
GRAVEL
42.5
43.0
43.5
44.0
44.5
C-54
23
0
45.0
8
11
13
SPT-55
[45m - 45.45m]:Medium dense, light
greenish beige to light beige, silty sandy
GRAVEL
24
45.5
-42.52 45.80
46.0
C-56
95
57
17
0
[45.8-48] Oolitic Limestone: Very weak to
weak, light greyish beige to beige,
moderately weathered, Coral Limestone
with presence of voids, fossils and shells
1.1
46.5
47.0
C-57
100
80
63
0
BOREHOLE LOG WITH LAB RESULTS JEDDAH ISLAMIC PORT.GPJ ACTS DATA TEMPLATE.GDT 8/30/21
47.5
-44.72 48.00
48.0
END OF BOREHOLE @ 48.0m
48.5
49.0
49.5
Remarks:
Legend:
SPT: Standard Penetration Test
B : Bulk Disturbed Sample
TCR: Total Core Recovery
GWT: Ground W ater Table
UCS: Unconfined Compressive Strength
C
U : Undisturbed Sample
SCR: Solid Core Recovery
FI
E
NI : Non Intact Core
RQD: Rock Quality Designation
FR : Flush Return
: Core Sample
SPT(C) : SPT(Cone)
: Fracture Index
: Elastic Modulus
PLSI : Point Load Strength Index
63.5mm
GWT (mMSL):
0.66
Grid: 36M UTM
C-2
1.0
2.5
[0-0.16] Reclaimed/Fill Materials: Light 2.66
grey to grey, pieces of concrete
[0.16-15.0]
Reclaimed/Fill
Materials:
Whitish to light greyish beige, completely
weathered boulders, cobbles, pebbles,
gravels and rock fragments of coral
Limestone of calcareous origin with
presence of some voids, and shells,
inter-bedded with with loose to dense, light
greenish beige to light beige, Poorly
Graded Sand with Silt and Gravel, gravel
are fine to coarse of Oolitic Limestone
[1.5m - 1.95m]:Medium dense, light
greenish beige to light beige, silty gravelly
SAND
3
5
9
14
3
9
10
19
2
5
7
12
5
6
7
13
[3.95m - 4.2m]:Medium dense, light
greenish beige to light beige, silty gravelly
SAND
6
9
13
22
[4.5m - 4.95m]:Medium dense, light
greenish beige to light beige, silty gravelly
SAND
3
3
3
6
[6m - 6.45m]:Loose, light greenish beige to
light beige, silty gravelly SAND
1
4
5
9
[7.5m - 7.95m]:Loose, light greenish beige
to light beige, silty gravelly SAND
8
4
6
10
[9m - 9.45m]:Medium dense, light greenish
beige to light beige, silty gravelly SAND
2.16 m
16/08/21
C-4
SPT-5
Description & Remarks
East (X-m):
516382.04
Level (m):
2.82
Datum: MSL
Fines
(%)
N
Value
2371509.25
Sand
(%)
Blows/
150mm
North (Y-m):
PLSI
(MPa)
Sample
Type
& No
SPT
UCS
(MPa)
Core Diameter:
Legend
2.16
Depth
(m)
N/A
GWT (mbGL):
Level
(m)
Piezometer:
HQ
0.5
2.0
Saudi Archirodon Ltd.
95.6mm
C-1
SPT-3
Client Name:
Core Barrel Type:
Youssef
Scale
(m)
Borehole Log Scale 1:50
Dia. of Boring:
M.S- 10/08/21
1.5
101.6mm
Water
Drilled by:
FI
ID Dia. of Casing:
Drilling Fluid:
Checked by/date:
TCR SCR RQD
(%) (%) (%)
0m
Rotary Cored
Ahmed- 08/08/21 Type of Boring:
B48-G
Depth of Casing:
Coordinates
ACTS/KSA/Q-14728/21
Logged by/date:
Rig Type:
Date Finished: 27-07-21
Location: Jeddah
Depth of
GWT (m)
Project No:
25-07-21
Jeddah Islamic Port
FR
(%)
Sheet 1 of 4
Date Started:
E
(MPa)
Project Name:
Borehole No: LBH-109
Borehole Depth: 33m
Gravel
(%)
BOREHOLE LOG
27.0
67.2
5.8
0.16
[2.25m - 2.7m]:Medium dense, light
greenish beige to light beige, silty gravelly
SAND
C-6
3.0
SPT-7
3.5
4.0
[3m - 3.45m]:Medium dense, light greenish
beige to light beige, silty gravelly SAND
C-8
SPT-9
C-10
4.5
SPT-11
5.0
5.5
C-12
6.0
SPT-13
6.5
7.0
C-14
BOREHOLE LOG WITH LAB RESULTS JEDDAH ISLAMIC PORT.GPJ ACTS DATA TEMPLATE.GDT 8/30/21
7.5
SPT-15
8.0
8.5
C-16
9.0
SPT-17
9.5
Remarks:
Legend:
SPT: Standard Penetration Test
B : Bulk Disturbed Sample
TCR: Total Core Recovery
GWT: Ground W ater Table
UCS: Unconfined Compressive Strength
C
U : Undisturbed Sample
SCR: Solid Core Recovery
FI
E
NI : Non Intact Core
RQD: Rock Quality Designation
FR : Flush Return
: Core Sample
SPT(C) : SPT(Cone)
: Fracture Index
: Elastic Modulus
PLSI : Point Load Strength Index
Core Diameter:
63.5mm
GWT (mMSL):
0.66
Grid: 36M UTM
SPT-21
516382.04
Level (m):
2.82
Datum: MSL
8.0
23.0
69.0
[0.16-15.0]
Reclaimed/Fill
Materials:
Whitish to light greyish beige, completely
weathered boulders, cobbles, pebbles,
gravels and rock fragments of coral
Limestone of calcareous origin with
presence of some voids, and shells,
inter-bedded with with loose to dense, light
greenish beige to light beige, Poorly
Graded Sand with Silt and Gravel, gravel
are fine to coarse of Oolitic Limestone
(continued)
[10.5m - 10.95m]:Medium dense, light
greenish beige to light beige, silty gravelly
SAND
6
5
5
10
7
9
13
22
[12m - 12.45m]:Medium dense, light
greenish beige to light beige, silty gravelly
SAND
6
7
12
19
[13.5m - 13.95m]:Medium dense, light
greenish beige to light beige, silty gravelly
SAND
C-20
12.0
Description & Remarks
East (X-m):
Fines
(%)
N
Value
2371509.25
Sand
(%)
Blows/
150mm
North (Y-m):
PLSI
(MPa)
SPT
UCS
(MPa)
2.16
Legend
N/A
GWT (mbGL):
Depth
(m)
Piezometer:
HQ
11.0
11.5
Saudi Archirodon Ltd.
95.6mm
Level
(m)
Sample
Type
& No
Scale
(m)
SPT-19
Client Name:
Core Barrel Type:
Youssef
10.5
Borehole Log Scale 1:50
Dia. of Boring:
M.S- 10/08/21
C-18
101.6mm
Water
Drilled by:
FI
ID Dia. of Casing:
Drilling Fluid:
Checked by/date:
TCR SCR RQD
(%) (%) (%)
0m
Rotary Cored
Ahmed- 08/08/21 Type of Boring:
B48-G
Depth of Casing:
Coordinates
ACTS/KSA/Q-14728/21
Logged by/date:
Rig Type:
Date Finished: 27-07-21
Location: Jeddah
Depth of
GWT (m)
Project No:
25-07-21
Jeddah Islamic Port
FR
(%)
Sheet 2 of 4
Date Started:
E
(MPa)
Project Name:
Borehole No: LBH-109
Borehole Depth: 33m
Gravel
(%)
BOREHOLE LOG
12.5
13.0
C-22
13.5
SPT-23
14.0
14.5
C-24
-12.18 15.00
15.0
SPT-25
29
10
15
18
33
[16.5m - 16.95m]:Hard, light greenish
beige to beige, sandy CLAY
8
9
13
22
[18m - 18.45m]:Very stiff, light greenish
beige to beige, sandy CLAY
9
12
18
30
15.5
16.0
C-26
16.5
SPT-27
[15.0-33.0]
Reclaimed/Fill
Materials:
Whitish to light greyish beige, completely
weathered boulders, cobbles, pebbles,
gravels and rock fragments of coral
Limestone of calcareous origin with
presence of some voids, and shells,
inter-bedded with very stiff to hard, light
greenish beige to beige, Sandy Lean CLAY
[15m - 15.45m]:Very stiff, light greenish
beige to beige, sandy CLAY
6
10
19
17.0
BOREHOLE LOG WITH LAB RESULTS JEDDAH ISLAMIC PORT.GPJ ACTS DATA TEMPLATE.GDT 8/30/21
17.5
C-28
18.0
SPT-29
18.5
19.0
C-30
19.5
SPT-31
[19.5m - 19.95m]:Hard, light greenish
beige to beige, sandy CLAY
Remarks:
Legend:
SPT: Standard Penetration Test
B : Bulk Disturbed Sample
TCR: Total Core Recovery
GWT: Ground W ater Table
UCS: Unconfined Compressive Strength
C
U : Undisturbed Sample
SCR: Solid Core Recovery
FI
E
NI : Non Intact Core
RQD: Rock Quality Designation
FR : Flush Return
: Core Sample
SPT(C) : SPT(Cone)
: Fracture Index
: Elastic Modulus
PLSI : Point Load Strength Index
Saudi Archirodon Ltd.
2.16
Core Diameter:
63.5mm
GWT (mMSL):
0.66
Grid: 36M UTM
20.5
Description & Remarks
East (X-m):
516382.04
Level (m):
2.82
Datum: MSL
Fines
(%)
N
Value
2371509.25
Sand
(%)
Blows/
150mm
North (Y-m):
PLSI
(MPa)
SPT
UCS
(MPa)
N/A
GWT (mbGL):
Legend
Piezometer:
HQ
Depth
(m)
95.6mm
Level
(m)
Sample
Type
& No
Client Name:
Core Barrel Type:
Youssef
Scale
(m)
Borehole Log Scale 1:50
Dia. of Boring:
M.S- 10/08/21
21.0
101.6mm
Water
Drilled by:
FI
ID Dia. of Casing:
Drilling Fluid:
Checked by/date:
TCR SCR RQD
(%) (%) (%)
0m
Rotary Cored
Ahmed- 08/08/21 Type of Boring:
B48-G
Depth of Casing:
Coordinates
ACTS/KSA/Q-14728/21
Logged by/date:
Rig Type:
Date Finished: 27-07-21
Location: Jeddah
Depth of
GWT (m)
Project No:
25-07-21
Jeddah Islamic Port
FR
(%)
Sheet 3 of 4
Date Started:
E
(MPa)
Project Name:
Borehole No: LBH-109
Borehole Depth: 33m
Gravel
(%)
BOREHOLE LOG
[15.0-33.0]
Reclaimed/Fill
Materials:
Whitish to light greyish beige, completely
weathered boulders, cobbles, pebbles,
gravels and rock fragments of coral
Limestone of calcareous origin with
presence of some voids, and shells,
inter-bedded with very stiff to hard, light
greenish beige to beige, Sandy Lean CLAY
(continued)
[21m - 21.45m]:Very stiff, light greenish
beige to beige, sandy CLAY
SPT-32
11
11
17
28
SPT-33
10
10
16
26
[22.5m - 22.95m]:Very stiff, light greenish
beige to beige, sandy CLAY
9
7
15
22
[24m - 24.45m]:Very stiff, light greenish
beige to beige, sandy CLAY
10
9
13
22
[25.5m - 25.95m]:Very stiff, light greenish
beige to beige, sandy CLAY
8
10
15
25
[27m - 27.45m]:Very stiff, light greenish
beige to beige, sandy CLAY
9
12
19
31
[28.5m - 28.95m]:Hard, light greenish
beige to beige, sandy CLAY
21.5
22.0
22.5
23.0
23.5
C-34
24.0
SPT-35
24.5
25.0
C-36
25.5
SPT-37
26.0
26.5
C-38
27.0
SPT-39
BOREHOLE LOG WITH LAB RESULTS JEDDAH ISLAMIC PORT.GPJ ACTS DATA TEMPLATE.GDT 8/30/21
27.5
28.0
C-40
28.5
SPT-41
29.0
29.5
C-42
Remarks:
Legend:
SPT: Standard Penetration Test
B : Bulk Disturbed Sample
TCR: Total Core Recovery
GWT: Ground W ater Table
UCS: Unconfined Compressive Strength
C
U : Undisturbed Sample
SCR: Solid Core Recovery
FI
E
NI : Non Intact Core
RQD: Rock Quality Designation
FR : Flush Return
: Core Sample
SPT(C) : SPT(Cone)
: Fracture Index
: Elastic Modulus
PLSI : Point Load Strength Index
63.5mm
GWT (mMSL):
0.66
Grid: 36M UTM
8
13
15
28
7
10
15
25
Description & Remarks
East (X-m):
516382.04
Level (m):
2.82
Datum: MSL
Fines
(%)
N
Value
2371509.25
Sand
(%)
Blows/
150mm
North (Y-m):
PLSI
(MPa)
Sample
Type
& No
Scale
(m)
SPT
UCS
(MPa)
Core Diameter:
Legend
2.16
Depth
(m)
N/A
GWT (mbGL):
Level
(m)
Piezometer:
HQ
C-44
SPT-45
Saudi Archirodon Ltd.
95.6mm
30.5
31.5
Client Name:
Core Barrel Type:
Youssef
31.0
Borehole Log Scale 1:50
Dia. of Boring:
M.S- 10/08/21
SPT-43
101.6mm
Water
Drilled by:
FI
ID Dia. of Casing:
Drilling Fluid:
Checked by/date:
TCR SCR RQD
(%) (%) (%)
0m
Rotary Cored
Ahmed- 08/08/21 Type of Boring:
B48-G
Depth of Casing:
Coordinates
ACTS/KSA/Q-14728/21
Logged by/date:
Rig Type:
Date Finished: 27-07-21
Location: Jeddah
Depth of
GWT (m)
Project No:
25-07-21
Jeddah Islamic Port
FR
(%)
Sheet 4 of 4
Date Started:
E
(MPa)
Project Name:
Borehole No: LBH-109
Borehole Depth: 33m
Gravel
(%)
BOREHOLE LOG
[15.0-33.0]
Reclaimed/Fill
Materials:
Whitish to light greyish beige, completely
weathered boulders, cobbles, pebbles,
gravels and rock fragments of coral
Limestone of calcareous origin with
presence of some voids, and shells,
inter-bedded with very stiff to hard, light
greenish beige to beige, Sandy Lean CLAY
(continued)
[30m - 30.45m]:Very stiff, light greenish
beige to beige, sandy CLAY
[31.5m - 31.95m]:Very stiff, light greenish
beige to beige, sandy CLAY
32.0
32.5
C-46
0.9
-30.18 33.00
33.0
END OF BOREHOLE @ 33.0m
33.5
34.0
34.5
35.0
35.5
36.0
36.5
37.0
BOREHOLE LOG WITH LAB RESULTS JEDDAH ISLAMIC PORT.GPJ ACTS DATA TEMPLATE.GDT 8/30/21
37.5
38.0
38.5
39.0
39.5
Remarks:
Legend:
SPT: Standard Penetration Test
B : Bulk Disturbed Sample
TCR: Total Core Recovery
GWT: Ground W ater Table
UCS: Unconfined Compressive Strength
C
U : Undisturbed Sample
SCR: Solid Core Recovery
FI
E
NI : Non Intact Core
RQD: Rock Quality Designation
FR : Flush Return
: Core Sample
SPT(C) : SPT(Cone)
: Fracture Index
: Elastic Modulus
PLSI : Point Load Strength Index
Date Finished: 14-06-21
17m
ID Dia. of Casing:
127mm
Borehole Log Scale 1:50
Jeddah Islamic Port
Location: Jeddah
Client Name:
Saudi Archirodon Ltd.
Water
Checked by/date:
M.S- 17/06/21
Dia. of Boring:
122.6mm
Piezometer:
N/A
Drilled by:
Youssef
Core Barrel Type:
PQ3
GWT (mbGL):
2.33
Core Diameter:
83mm
GWT (mMSL):
0.52
Grid: 36M UTM
Description & Remarks
TCR SCR RQD
(%) (%) (%)
FI
SPT
Blows/
150mm
N
Value
2371672.15
East (X-m):
516093.82
Level (m):
2.85
PLSI
(MPa)
B48-G
North (Y-m):
E
(MPa)
Sample
Type
& No
Scale
(m)
Rig Type:
UCS
(MPa)
Drilling Fluid:
Legend
Rotary Cored
Depth
(m)
Type of Boring:
Level
(m)
A.E- 16/06/21
FR
(%)
Logged by/date:
Coordinates
ACTS/KSA/Q-14728/21
Depth of Casing:
Datum: MSL
Fines
(%)
Project No:
30-05-21
Depth of
GWT (m)
Sheet 1 of 5
Date Started:
Sand
(%)
Project Name:
Borehole No: LBH-201
Borehole Depth: 48m
Gravel
(%)
BOREHOLE LOG
[0.0-15.0] Destructive Drilling was carried
out in the Fill
0.5
1.0
1.5
2.0
2.33 m
22/06/21
2.5
3.0
3.5
4.0
4.5
5.0
5.5
6.0
6.5
7.0
BOREHOLE LOG WITH LAB RESULTS JEDDAH ISLAMIC PORT.GPJ ACTS DATA TEMPLATE.GDT 8/30/21
7.5
8.0
8.5
9.0
9.5
Remarks:
Legend:
SPT: Standard Penetration Test
B : Bulk Disturbed Sample
TCR: Total Core Recovery
GWT: Ground W ater Table
UCS: Unconfined Compressive Strength
C
U : Undisturbed Sample
SCR: Solid Core Recovery
FI
E
NI : Non Intact Core
RQD: Rock Quality Designation
FR : Flush Return
: Core Sample
SPT(C) : SPT(Cone)
: Fracture Index
: Elastic Modulus
PLSI : Point Load Strength Index
Date Finished: 14-06-21
17m
ID Dia. of Casing:
127mm
Borehole Log Scale 1:50
Jeddah Islamic Port
Location: Jeddah
Client Name:
Saudi Archirodon Ltd.
Water
Checked by/date:
M.S- 17/06/21
Dia. of Boring:
122.6mm
Piezometer:
N/A
Drilled by:
Youssef
Core Barrel Type:
PQ3
GWT (mbGL):
2.33
Core Diameter:
83mm
GWT (mMSL):
0.52
Grid: 36M UTM
Description & Remarks
TCR SCR RQD
(%) (%) (%)
FI
SPT
Blows/
150mm
N
Value
2371672.15
East (X-m):
516093.82
Level (m):
2.85
Datum: MSL
PLSI
(MPa)
B48-G
North (Y-m):
E
(MPa)
Sample
Type
& No
Scale
(m)
Rig Type:
UCS
(MPa)
Drilling Fluid:
Legend
Rotary Cored
Depth
(m)
Type of Boring:
Level
(m)
A.E- 16/06/21
FR
(%)
Logged by/date:
Coordinates
ACTS/KSA/Q-14728/21
Depth of Casing:
Fines
(%)
Project No:
30-05-21
Depth of
GWT (m)
Sheet 2 of 5
Date Started:
Sand
(%)
Project Name:
Borehole No: LBH-201
Borehole Depth: 48m
Gravel
(%)
BOREHOLE LOG
29.0
54.0
17.0
12.0
82.8
5.2
[0.0-15.0] Destructive Drilling was carried
out in the Fill (continued)
10.5
11.0
11.5
12.0
12.5
13.0
13.5
14.0
14.5
-12.15 15.00
15.0
SPT-1
9
16
25
41
SPT-2
8
14
22
36
15.5
16.0
16.5
[15-32] Reclaimed/Fill Materials: Light to
dark greenish brown to light brown,
BOULDERS, Cobbles, Pebbles & Gravels
of igneous origin (Granite, Granodiorite,
Andesite etc...) interbedded with dense,
light to dark greenish brown to brown, silty
SAND with gravel (SM), medium to coarse
grained SAND
[15m - 15.45m]:Dense, light to dark
greenish brown to brown, silty SAND with
gravel
[16.5m - 16.95m]:Dense, light to dark
greenish brown to brown, silty SAND with
gravel
4.4
17.0
BOREHOLE LOG WITH LAB RESULTS JEDDAH ISLAMIC PORT.GPJ ACTS DATA TEMPLATE.GDT 8/30/21
17.5
C-3
18.0
18.5
19.0
19.5
SPT-4
9
16
26
42
[19.5m - 19.95m]:Dense, light to dark
greenish brown to brown, silty SAND with
gravel
Remarks:
Legend:
SPT: Standard Penetration Test
B : Bulk Disturbed Sample
TCR: Total Core Recovery
GWT: Ground W ater Table
UCS: Unconfined Compressive Strength
C
U : Undisturbed Sample
SCR: Solid Core Recovery
FI
E
NI : Non Intact Core
RQD: Rock Quality Designation
FR : Flush Return
: Core Sample
SPT(C) : SPT(Cone)
: Fracture Index
: Elastic Modulus
PLSI : Point Load Strength Index
Date Finished: 14-06-21
17m
ID Dia. of Casing:
127mm
Borehole Log Scale 1:50
Jeddah Islamic Port
Location: Jeddah
Client Name:
Saudi Archirodon Ltd.
Water
Checked by/date:
M.S- 17/06/21
Dia. of Boring:
122.6mm
Piezometer:
N/A
Drilled by:
Youssef
Core Barrel Type:
PQ3
GWT (mbGL):
2.33
Core Diameter:
83mm
GWT (mMSL):
0.52
Grid: 36M UTM
Description & Remarks
TCR SCR RQD
(%) (%) (%)
FI
SPT
Blows/
150mm
N
Value
2371672.15
East (X-m):
516093.82
Level (m):
2.85
PLSI
(MPa)
B48-G
North (Y-m):
E
(MPa)
Sample
Type
& No
Scale
(m)
Rig Type:
UCS
(MPa)
Drilling Fluid:
Legend
Rotary Cored
Depth
(m)
Type of Boring:
Level
(m)
A.E- 16/06/21
FR
(%)
Logged by/date:
Coordinates
ACTS/KSA/Q-14728/21
Depth of Casing:
Datum: MSL
Fines
(%)
Project No:
30-05-21
Depth of
GWT (m)
Sheet 3 of 5
Date Started:
Sand
(%)
Project Name:
Borehole No: LBH-201
Borehole Depth: 48m
Gravel
(%)
BOREHOLE LOG
[15-32] Reclaimed/Fill Materials: Light to
dark greenish brown to light brown,
BOULDERS, Cobbles, Pebbles & Gravels
of igneous origin (Granite, Granodiorite,
Andesite etc...) interbedded with dense,
light to dark greenish brown to brown, silty
SAND with gravel (SM), medium to coarse
grained SAND (continued)
20.5
C-5
21.0
21.5
22.0
C-6
22.5
23.0
23.5
C-7
24.0
24.5
[24.5m - 24.95m]:Dense, light to dark
greenish brown to brown, silty SAND with
gravel
[24.5m - 28m]:Destructive Drilling: No
samples were extracted
SPT-8
2
3
3
6
SPT-9
3
4
4
8
[26m - 26.45m]:Loose, dark greenish
brown to light brown, silty SAND with
gravel
SPT-10
5
3
6
9
[27.5m - 27.95m]:Loose, dark greenish
brown to light brown, silty SAND with
gravel
8
11
12
23
[29m - 29.45m]:Medium dense, light
greenish beige to beige, silty SAND with
gravel
25.0
25.5
26.0
26.5
27.0
BOREHOLE LOG WITH LAB RESULTS JEDDAH ISLAMIC PORT.GPJ ACTS DATA TEMPLATE.GDT 8/30/21
27.5
28.0
28.5
C-11
29.0
SPT-12
29.5
Remarks:
Legend:
SPT: Standard Penetration Test
B : Bulk Disturbed Sample
TCR: Total Core Recovery
GWT: Ground W ater Table
UCS: Unconfined Compressive Strength
C
U : Undisturbed Sample
SCR: Solid Core Recovery
FI
E
NI : Non Intact Core
RQD: Rock Quality Designation
FR : Flush Return
: Core Sample
SPT(C) : SPT(Cone)
: Fracture Index
: Elastic Modulus
PLSI : Point Load Strength Index
Date Finished: 14-06-21
Depth of Casing:
17m
ID Dia. of Casing:
127mm
Borehole Log Scale 1:50
Jeddah Islamic Port
Location: Jeddah
Client Name:
Saudi Archirodon Ltd.
Checked by/date:
M.S- 17/06/21
Dia. of Boring:
122.6mm
Piezometer:
N/A
Drilled by:
Youssef
Core Barrel Type:
PQ3
GWT (mbGL):
2.33
Core Diameter:
83mm
GWT (mMSL):
0.52
Grid: 36M UTM
Description & Remarks
TCR SCR RQD
(%) (%) (%)
C-13
30.5
FI
SPT
Blows/
150mm
N
Value
7
15
13
28
SPT-16
19
16
17
33
SPT-17
9
10
5
15
SPT-18
6
12
14
26
SPT-14
[15-32] Reclaimed/Fill Materials: Light to
dark greenish brown to light brown,
BOULDERS, Cobbles, Pebbles & Gravels
of igneous origin (Granite, Granodiorite,
Andesite etc...) interbedded with dense,
light to dark greenish brown to brown, silty
SAND with gravel (SM), medium to coarse
grained SAND (continued)
[30.5m - 30.95m]:Medium dense, light
greenish beige to beige, silty SAND with
gravel
31.0
31.5
2371672.15
East (X-m):
516093.82
Level (m):
2.85
Datum: MSL
PLSI
(MPa)
B48-G
North (Y-m):
E
(MPa)
Sample
Type
& No
Scale
(m)
Rig Type:
UCS
(MPa)
Water
Legend
Drilling Fluid:
Depth
(m)
Rotary Cored
Level
(m)
Type of Boring:
FR
(%)
A.E- 16/06/21
Coordinates
ACTS/KSA/Q-14728/21
Logged by/date:
Fines
(%)
Project No:
30-05-21
Depth of
GWT (m)
Sheet 4 of 5
Date Started:
Sand
(%)
Project Name:
Borehole No: LBH-201
Borehole Depth: 48m
Gravel
(%)
BOREHOLE LOG
3.6
C-15
-29.15 32.00
32.0
[32-48] Weathered Oolitic Limestone: Light
greyish beige to beige, completely
weathered boulders, cobbles, pebbles,
gravels and rock fragments of coral
Limestone of calcareous origin with
presence of some voids, fossils and shells,
inter-bedded with light greenish beige to
light beige, poorly graded silty SAND with
gravel, gravel are fine to coarse of Oolitic
Limestone
[32m - 32.45m]:Dense, light greenish
beige to beige, silty SAND with gravel
[33.5m - 33.95m]:Medium dense, light
greenish beige to beige, silty SAND with
gravel
32.5
33.0
33.5
34.0
34.5
35.0
[35m - 35.45m]:Medium dense, light
greenish beige to beige, silty SAND with
gravel
35.5
36.0
C-19
20
36.5
0
SPT-20
8
14
17
31
SPT-21
5
13
8
21
[36.5m - 36.95m]:Dense, light greenish
beige to beige, silty SAND with gravel
37.0
BOREHOLE LOG WITH LAB RESULTS JEDDAH ISLAMIC PORT.GPJ ACTS DATA TEMPLATE.GDT 8/30/21
37.5
38.0
[38m - 38.45m]:Medium dense, light
greenish beige to beige, silty SAND with
gravel
38.5
39.0
C-22
10
39.5
SPT-23
0
8
16
20
36
[39.5m - 39.95m]:Dense, light greenish
beige to beige, silty SAND with gravel
Remarks:
Legend:
SPT: Standard Penetration Test
B : Bulk Disturbed Sample
TCR: Total Core Recovery
GWT: Ground W ater Table
UCS: Unconfined Compressive Strength
C
U : Undisturbed Sample
SCR: Solid Core Recovery
FI
E
NI : Non Intact Core
RQD: Rock Quality Designation
FR : Flush Return
: Core Sample
SPT(C) : SPT(Cone)
: Fracture Index
: Elastic Modulus
PLSI : Point Load Strength Index
Date Finished: 14-06-21
Depth of Casing:
17m
ID Dia. of Casing:
127mm
Borehole Log Scale 1:50
Jeddah Islamic Port
Location: Jeddah
Client Name:
Saudi Archirodon Ltd.
Checked by/date:
M.S- 17/06/21
Dia. of Boring:
122.6mm
Piezometer:
N/A
Drilled by:
Youssef
Core Barrel Type:
PQ3
GWT (mbGL):
2.33
Core Diameter:
83mm
GWT (mMSL):
0.52
Grid: 36M UTM
Description & Remarks
40.5
TCR SCR RQD
(%) (%) (%)
C-24
FI
SPT
Blows/
150mm
N
Value
11
41.0
0
6
9
16
SPT-25
25
41.5
42.0
C-26
15
0
C-27
47
0
2371672.15
East (X-m):
516093.82
Level (m):
2.85
Datum: MSL
PLSI
(MPa)
B48-G
North (Y-m):
E
(MPa)
Sample
Type
& No
Scale
(m)
Rig Type:
UCS
(MPa)
Water
Legend
Drilling Fluid:
Depth
(m)
Rotary Cored
Level
(m)
Type of Boring:
FR
(%)
A.E- 16/06/21
Coordinates
ACTS/KSA/Q-14728/21
Logged by/date:
Fines
(%)
Project No:
30-05-21
Depth of
GWT (m)
Sheet 5 of 5
Date Started:
Sand
(%)
Project Name:
Borehole No: LBH-201
Borehole Depth: 48m
Gravel
(%)
BOREHOLE LOG
[32-48] Weathered Oolitic Limestone: Light
greyish beige to beige, completely
weathered boulders, cobbles, pebbles,
gravels and rock fragments of coral
Limestone of calcareous origin with
presence of some voids, fossils and shells,
inter-bedded with light greenish beige to
light beige, poorly graded silty SAND with
gravel, gravel are fine to coarse of Oolitic
Limestone (continued)
[41m - 41.45m]:Medium dense, light
greenish beige to beige, silty SAND with
gravel
42.5
43.0
43.5
44.0
6
12
11
SPT-28
[44m - 44.45m]:Medium dense, light
greenish beige to beige, silty SAND with
gravel
23
44.5
45.0
C-29
10
45.5
0
8
14
14
SPT-30
[45.5m - 45.95m]:Medium dense, light
greenish beige to beige, silty SAND with
gravel
28
46.0
46.5
C-31
7
47.0
0
7
6
5
SPT-32
[47m - 47.45m]:Medium dense, light
greenish beige to beige, silty SAND with
gravel
11
2.3
BOREHOLE LOG WITH LAB RESULTS JEDDAH ISLAMIC PORT.GPJ ACTS DATA TEMPLATE.GDT 8/30/21
47.5
C-33
68
0
-45.15 48.00
48.0
END OF BOREHOLE @ 48.0m
48.5
49.0
49.5
Remarks:
Legend:
SPT: Standard Penetration Test
B : Bulk Disturbed Sample
TCR: Total Core Recovery
GWT: Ground W ater Table
UCS: Unconfined Compressive Strength
C
U : Undisturbed Sample
SCR: Solid Core Recovery
FI
E
NI : Non Intact Core
RQD: Rock Quality Designation
FR : Flush Return
: Core Sample
SPT(C) : SPT(Cone)
: Fracture Index
: Elastic Modulus
PLSI : Point Load Strength Index
Saudi Archirodon Ltd.
Core Diameter:
63.5mm
GWT (mMSL):
1.07
Grid: 36M UTM
N
Value
Description & Remarks
East (X-m):
516344.93
Level (m):
2.80
Datum: MSL
Fines
(%)
Blows/
150mm
2371716.52
PLSI
(MPa)
SPT
UCS
(MPa)
1.73
Legend
N/A
GWT (mbGL):
Depth
(m)
Piezometer:
HQ
Level
(m)
95.6mm
North (Y-m):
Sand
(%)
Client Name:
Core Barrel Type:
Youssef
Sample
Type
& No
Borehole Log Scale 1:50
Dia. of Boring:
M.S- 15/07/21
Scale
(m)
122.6mm
Water
Drilled by:
FI
ID Dia. of Casing:
Drilling Fluid:
Checked by/date:
TCR SCR RQD
(%) (%) (%)
10m
Rotary Cored
Ahmed- 14/07/21 Type of Boring:
B48-C
Depth of Casing:
Coordinates
ACTS/KSA/Q-14728/21
Logged by/date:
Rig Type:
Date Finished: 05-07-21
Location: Jeddah
Depth of
GWT (m)
Project No:
28-06-21
Jeddah Islamic Port
FR
(%)
Sheet 1 of 5
Date Started:
E
(MPa)
Project Name:
Borehole No: LBH-202
Borehole Depth: 47.45m
Gravel
(%)
BOREHOLE LOG
[0.0-15.0] Destructive Drilling was carried
out in the Fill
0.5
1.0
1.5
1.73 m
06/07/21
2.0
2.5
3.0
3.5
4.0
4.5
5.0
5.5
6.0
6.5
7.0
BOREHOLE LOG WITH LAB RESULTS JEDDAH ISLAMIC PORT.GPJ ACTS DATA TEMPLATE.GDT 8/30/21
7.5
NO
SAMPLE-1
8.0
8.5
9.0
9.5
Remarks:
Legend:
SPT: Standard Penetration Test
B : Bulk Disturbed Sample
TCR: Total Core Recovery
GWT: Ground W ater Table
UCS: Unconfined Compressive Strength
C
U : Undisturbed Sample
SCR: Solid Core Recovery
FI
E
NI : Non Intact Core
RQD: Rock Quality Designation
FR : Flush Return
: Core Sample
SPT(C) : SPT(Cone)
: Fracture Index
: Elastic Modulus
PLSI : Point Load Strength Index
Saudi Archirodon Ltd.
Core Diameter:
63.5mm
GWT (mMSL):
1.07
Grid: 36M UTM
N
Value
Description & Remarks
East (X-m):
516344.93
Level (m):
2.80
Datum: MSL
Fines
(%)
Blows/
150mm
2371716.52
PLSI
(MPa)
SPT
UCS
(MPa)
1.73
Legend
N/A
GWT (mbGL):
Depth
(m)
Piezometer:
HQ
Level
(m)
95.6mm
North (Y-m):
Sand
(%)
Client Name:
Core Barrel Type:
Youssef
Sample
Type
& No
Borehole Log Scale 1:50
Dia. of Boring:
M.S- 15/07/21
Scale
(m)
122.6mm
Water
Drilled by:
FI
ID Dia. of Casing:
Drilling Fluid:
Checked by/date:
TCR SCR RQD
(%) (%) (%)
10m
Rotary Cored
Ahmed- 14/07/21 Type of Boring:
B48-C
Depth of Casing:
Coordinates
ACTS/KSA/Q-14728/21
Logged by/date:
Rig Type:
Date Finished: 05-07-21
Location: Jeddah
Depth of
GWT (m)
Project No:
28-06-21
Jeddah Islamic Port
FR
(%)
Sheet 2 of 5
Date Started:
E
(MPa)
Project Name:
Borehole No: LBH-202
Borehole Depth: 47.45m
Gravel
(%)
BOREHOLE LOG
[0.0-15.0] Destructive Drilling was carried
out in the Fill (continued)
10.5
11.0
11.5
12.0
12.5
13.0
13.5
14.0
14.5
-12.20 15.00
15.0
[15-17] Reclaimed/Fill Materials: Weak to
medium strong, light greenish brown to
dark greenish brown, rock
fragments of igneous rock origin(Granite,
Granodiorite, Andesite etc...)
C-2
15.5
25.1
16.0
C-3
16.5
-14.20 17.00
17.0
SPT-4
2
9
29
38
BOREHOLE LOG WITH LAB RESULTS JEDDAH ISLAMIC PORT.GPJ ACTS DATA TEMPLATE.GDT 8/30/21
17.5
18.0
C-5
18.5
10.8
[17-29] Reclaimed/Fill Materials: Light
greenish brown to dark greenish brown,
Cobbles, Pebbles & Gravels of igneous
origin (Granite, Granodiorite, Andesite
etc...) interbedded with dense, light
yellowish brown to light greyish brown, silty
SAND with gravel, gravel are medium to
coarse of basalt origin
[17m - 17.45m]:Dense, light yellowish
brown to light greyish brown, silty SAND
with gravel
19.0
C-6
19.5
Remarks:
Legend:
SPT: Standard Penetration Test
B : Bulk Disturbed Sample
TCR: Total Core Recovery
GWT: Ground W ater Table
UCS: Unconfined Compressive Strength
C
U : Undisturbed Sample
SCR: Solid Core Recovery
FI
E
NI : Non Intact Core
RQD: Rock Quality Designation
FR : Flush Return
: Core Sample
SPT(C) : SPT(Cone)
: Fracture Index
: Elastic Modulus
PLSI : Point Load Strength Index
Saudi Archirodon Ltd.
Core Diameter:
63.5mm
GWT (mMSL):
1.07
Grid: 36M UTM
N
Value
Description & Remarks
East (X-m):
516344.93
Level (m):
2.80
Datum: MSL
Fines
(%)
Blows/
150mm
2371716.52
PLSI
(MPa)
SPT
UCS
(MPa)
1.73
Legend
N/A
GWT (mbGL):
Depth
(m)
Piezometer:
HQ
Level
(m)
95.6mm
North (Y-m):
Sand
(%)
Client Name:
Core Barrel Type:
Youssef
Sample
Type
& No
Borehole Log Scale 1:50
Dia. of Boring:
M.S- 15/07/21
Scale
(m)
122.6mm
Water
Drilled by:
FI
ID Dia. of Casing:
Drilling Fluid:
Checked by/date:
TCR SCR RQD
(%) (%) (%)
10m
Rotary Cored
Ahmed- 14/07/21 Type of Boring:
B48-C
Depth of Casing:
Coordinates
ACTS/KSA/Q-14728/21
Logged by/date:
Rig Type:
Date Finished: 05-07-21
Location: Jeddah
Depth of
GWT (m)
Project No:
28-06-21
Jeddah Islamic Port
FR
(%)
Sheet 3 of 5
Date Started:
E
(MPa)
Project Name:
Borehole No: LBH-202
Borehole Depth: 47.45m
Gravel
(%)
BOREHOLE LOG
0.0
93.6
6.4
[17-29] Reclaimed/Fill Materials: Light
greenish brown to dark greenish brown,
Cobbles, Pebbles & Gravels of igneous
origin (Granite, Granodiorite, Andesite
etc...) interbedded with dense, light
yellowish brown to light greyish brown, silty
SAND with gravel, gravel are medium to
coarse of basalt origin (continued)
20.5
C-7
21.0
21.5
22.0
C-8
22.5
23.0
23.5
C-9
24.0
24.5
25.0
C-10
25.5
26.0
26.5
C-11
27.0
BOREHOLE LOG WITH LAB RESULTS JEDDAH ISLAMIC PORT.GPJ ACTS DATA TEMPLATE.GDT 8/30/21
27.5
28.0
C-12
28.5
-26.20 29.00
29.0
SPT-13
2
4
5
9
29.5
[29-38.45] Silty SAND: Loose to medium
dense, light yellowish brown to light
greyish brown, well Graded Sand with Silt
(SW-SM) interbedded with Pebbles and
Gravels of rock fragments of coral
Limestone
[29m - 29.45m]:Loose, light yellowish
Remarks:
Legend:
SPT: Standard Penetration Test
B : Bulk Disturbed Sample
TCR: Total Core Recovery
GWT: Ground W ater Table
UCS: Unconfined Compressive Strength
C
U : Undisturbed Sample
SCR: Solid Core Recovery
FI
E
NI : Non Intact Core
RQD: Rock Quality Designation
FR : Flush Return
: Core Sample
SPT(C) : SPT(Cone)
: Fracture Index
: Elastic Modulus
PLSI : Point Load Strength Index
1.73
Coordinates
Core Diameter:
63.5mm
GWT (mMSL):
1.07
Grid: 36M UTM
Description & Remarks
East (X-m):
516344.93
Level (m):
2.80
Datum: MSL
Fines
(%)
N
Value
2371716.52
Sand
(%)
Blows/
150mm
North (Y-m):
PLSI
(MPa)
SPT
UCS
(MPa)
N/A
GWT (mbGL):
Legend
Piezometer:
HQ
Depth
(m)
95.6mm
Level
(m)
Sample
Type
& No
Saudi Archirodon Ltd.
Core Barrel Type:
Youssef
Scale
(m)
Client Name:
Dia. of Boring:
M.S- 15/07/21
30.5
122.6mm
Water
Drilled by:
FI
ID Dia. of Casing:
Drilling Fluid:
Checked by/date:
TCR SCR RQD
(%) (%) (%)
10m
Rotary Cored
Ahmed- 14/07/21 Type of Boring:
B48-C
Depth of Casing:
Borehole Log Scale 1:50
ACTS/KSA/Q-14728/21
Logged by/date:
Rig Type:
Date Finished: 05-07-21
Location: Jeddah
Depth of
GWT (m)
Project No:
28-06-21
Jeddah Islamic Port
FR
(%)
Sheet 4 of 5
Date Started:
E
(MPa)
Project Name:
Borehole No: LBH-202
Borehole Depth: 47.45m
Gravel
(%)
BOREHOLE LOG
brown to light greyish brown, silty SAND
[29-38.45] Silty SAND: Loose to medium
dense, light yellowish brown to light
greyish brown, well Graded Sand with Silt
(SW-SM) interbedded with Pebbles and
Gravels of rock fragments of coral
Limestone (continued)
[30.5m - 30.95m]:Loose to medium dense,
light yellowish brown to light greyish
brown, silty SAND
SPT-14
2
4
6
10
SPT-15
4
5
8
13
[32m - 32.45m]:Medium dense, light
yellowish brown to light greyish brown, silty
SAND
SPT-17
3
4
6
10
[33.5m - 33.95m]:Loose to medium dense,
light yellowish brown to light greyish
brown, silty SAND
SPT-18
4
3
7
10
[35m - 35.45m]:Loose to medium dense,
light yellowish brown to light greyish
brown, silty SAND
SPT-19
5
7
7
14
[36.5m - 36.95m]:Medium dense, light
yellowish brown to light greyish brown, silty
SAND
SPT-20
7
9
9
18
31.0
31.5
32.0
32.5
33.0
C-16
33.5
34.0
34.5
35.0
35.5
36.0
36.5
37.0
BOREHOLE LOG WITH LAB RESULTS JEDDAH ISLAMIC PORT.GPJ ACTS DATA TEMPLATE.GDT 8/30/21
37.5
38.0
38.5
39.0
C-21
0
39.5
30
9
9
0
[38m - 38.45m]:Medium dense, light
yellowish brown to light greyish brown, silty
SAND
-35.65 38.45
[38.45-47.45]
Weathered
Oolitic
Limestone: Whitish to light greyish beige,
completely weathered boulders, cobbles,
pebbles, gravels and rock fragments of
coral Limestone of calcareous origin with
presence of some voids, fossils and shells,
inter-bedded with loose to medium dense,
light greenish beige to light brown, poorly
graded silty SAND with gravel, gravel are
medium to coarse of Oolitic Limestone
Remarks:
Legend:
SPT: Standard Penetration Test
B : Bulk Disturbed Sample
TCR: Total Core Recovery
GWT: Ground W ater Table
UCS: Unconfined Compressive Strength
C
U : Undisturbed Sample
SCR: Solid Core Recovery
FI
E
NI : Non Intact Core
RQD: Rock Quality Designation
FR : Flush Return
: Core Sample
SPT(C) : SPT(Cone)
: Fracture Index
: Elastic Modulus
PLSI : Point Load Strength Index
Coordinates
Core Diameter:
63.5mm
GWT (mMSL):
1.07
Grid: 36M UTM
9
0
41.0
Description & Remarks
[38.45-47.45]
Weathered
Oolitic
Limestone: Whitish to light greyish beige,
completely weathered boulders, cobbles,
pebbles, gravels and rock fragments of
coral Limestone of calcareous origin with
presence of some voids, fossils and shells,
inter-bedded with loose to medium dense,
light greenish beige to light brown, poorly
graded silty SAND with gravel, gravel are
medium to coarse of Oolitic Limestone
(continued)
East (X-m):
516344.93
Level (m):
2.80
Datum: MSL
Fines
(%)
N
Value
2371716.52
Sand
(%)
Blows/
150mm
North (Y-m):
PLSI
(MPa)
Sample
Type
& No
Scale
(m)
SPT
UCS
(MPa)
1.73
Legend
N/A
GWT (mbGL):
Depth
(m)
Piezometer:
HQ
Level
(m)
95.6mm
C-22
9
Saudi Archirodon Ltd.
Core Barrel Type:
Youssef
30
Client Name:
Dia. of Boring:
M.S- 15/07/21
40.5
122.6mm
Water
Drilled by:
FI
ID Dia. of Casing:
Drilling Fluid:
Checked by/date:
TCR SCR RQD
(%) (%) (%)
10m
Rotary Cored
Ahmed- 14/07/21 Type of Boring:
B48-C
Depth of Casing:
Borehole Log Scale 1:50
ACTS/KSA/Q-14728/21
Logged by/date:
Rig Type:
Date Finished: 05-07-21
Location: Jeddah
Depth of
GWT (m)
Project No:
28-06-21
Jeddah Islamic Port
FR
(%)
Sheet 5 of 5
Date Started:
E
(MPa)
Project Name:
Borehole No: LBH-202
Borehole Depth: 47.45m
Gravel
(%)
BOREHOLE LOG
4.0
89.1
6.9
2.2
41.5
C-23
27
11
C-24
28
3
C-25
50
14
9
0
42.0
42.5
43.0
0
43.5
44.0
44.5
8
0
45.0
45.5
SPT-26
4
7
9
16
[45.5m - 45.95m]:Medium dense, light
greenish beige to light brown, silty SAND
SPT-27
3
4
5
9
[47m - 47.45m]:Loose, light greenish beige
to light brown, silty SAND
46.0
46.5
47.0
BOREHOLE LOG WITH LAB RESULTS JEDDAH ISLAMIC PORT.GPJ ACTS DATA TEMPLATE.GDT 8/30/21
47.5
-44.65 47.45
END OF BOREHOLE @ 47.5m
48.0
48.5
49.0
49.5
Remarks:
Legend:
SPT: Standard Penetration Test
B : Bulk Disturbed Sample
TCR: Total Core Recovery
GWT: Ground W ater Table
UCS: Unconfined Compressive Strength
C
U : Undisturbed Sample
SCR: Solid Core Recovery
FI
E
NI : Non Intact Core
RQD: Rock Quality Designation
FR : Flush Return
: Core Sample
SPT(C) : SPT(Cone)
: Fracture Index
: Elastic Modulus
PLSI : Point Load Strength Index
Saudi Archirodon Ltd.
Core Diameter:
63.5mm
GWT (mMSL):
1.10
Grid: 36M UTM
N
Value
Description & Remarks
East (X-m):
516524.23
Level (m):
3.40
Datum: MSL
Fines
(%)
Blows/
150mm
2371792.91
PLSI
(MPa)
SPT
UCS
(MPa)
2.30
Legend
N/A
GWT (mbGL):
Depth
(m)
Piezometer:
HQ
Level
(m)
95.6mm
North (Y-m):
Sand
(%)
Client Name:
Core Barrel Type:
Normen
Sample
Type
& No
Borehole Log Scale 1:50
Dia. of Boring:
M.S- 10/08/21
Scale
(m)
101.6mm
Water
Drilled by:
FI
ID Dia. of Casing:
Drilling Fluid:
Checked by/date:
TCR SCR RQD
(%) (%) (%)
0m
Rotary Cored
Ahmed- 08/08/21 Type of Boring:
B48-C
Depth of Casing:
Coordinates
ACTS/KSA/Q-14728/21
Logged by/date:
Rig Type:
Date Finished: 04-08-21
Location: Jeddah
Depth of
GWT (m)
Project No:
28-07-21
Jeddah Islamic Port
FR
(%)
Sheet 1 of 6
Date Started:
E
(MPa)
Project Name:
Borehole No: LBH-203
Borehole Depth: 53m
Gravel
(%)
BOREHOLE LOG
[0.0-16.0] Destructive Drilling was carried
out in the Fill
0.5
1.0
1.5
2.0
2.30 m
16/08/21
2.5
3.0
3.5
4.0
4.5
5.0
5.5
6.0
6.5
7.0
BOREHOLE LOG WITH LAB RESULTS JEDDAH ISLAMIC PORT.GPJ ACTS DATA TEMPLATE.GDT 8/30/21
7.5
8.0
8.5
9.0
9.5
Remarks:
Legend:
SPT: Standard Penetration Test
B : Bulk Disturbed Sample
TCR: Total Core Recovery
GWT: Ground W ater Table
UCS: Unconfined Compressive Strength
C
U : Undisturbed Sample
SCR: Solid Core Recovery
FI
E
NI : Non Intact Core
RQD: Rock Quality Designation
FR : Flush Return
: Core Sample
SPT(C) : SPT(Cone)
: Fracture Index
: Elastic Modulus
PLSI : Point Load Strength Index
Saudi Archirodon Ltd.
Core Diameter:
63.5mm
GWT (mMSL):
1.10
Grid: 36M UTM
N
Value
Description & Remarks
East (X-m):
516524.23
Level (m):
3.40
Datum: MSL
Fines
(%)
Blows/
150mm
2371792.91
PLSI
(MPa)
SPT
UCS
(MPa)
2.30
Legend
N/A
GWT (mbGL):
Depth
(m)
Piezometer:
HQ
Level
(m)
95.6mm
North (Y-m):
Sand
(%)
Client Name:
Core Barrel Type:
Normen
Sample
Type
& No
Borehole Log Scale 1:50
Dia. of Boring:
M.S- 10/08/21
Scale
(m)
101.6mm
Water
Drilled by:
FI
ID Dia. of Casing:
Drilling Fluid:
Checked by/date:
TCR SCR RQD
(%) (%) (%)
0m
Rotary Cored
Ahmed- 08/08/21 Type of Boring:
B48-C
Depth of Casing:
Coordinates
ACTS/KSA/Q-14728/21
Logged by/date:
Rig Type:
Date Finished: 04-08-21
Location: Jeddah
Depth of
GWT (m)
Project No:
28-07-21
Jeddah Islamic Port
FR
(%)
Sheet 2 of 6
Date Started:
E
(MPa)
Project Name:
Borehole No: LBH-203
Borehole Depth: 53m
Gravel
(%)
BOREHOLE LOG
[0.0-16.0] Destructive Drilling was carried
out in the Fill (continued)
10.5
11.0
11.5
12.0
12.5
13.0
13.5
14.0
14.5
15.0
15.5
-12.60 16.00
16.0
16.5
[16-30] Reclaimed/Fill Materials: Medium
strong to strong, dark greenish brown to
light greenish brown, highly weathered
BOULDERS, Cobbles, Pebbles & Gravels
of igneous origin (Granite, Granodiorite,
Andesite, Basalt, etc...), fracture are very
close to close spaced
C-1
17.0
12.0
BOREHOLE LOG WITH LAB RESULTS JEDDAH ISLAMIC PORT.GPJ ACTS DATA TEMPLATE.GDT 8/30/21
17.5
C-2
18.0
18.5
19.0
C-3
19.5
12.7
Remarks:
Legend:
SPT: Standard Penetration Test
B : Bulk Disturbed Sample
TCR: Total Core Recovery
GWT: Ground W ater Table
UCS: Unconfined Compressive Strength
C
U : Undisturbed Sample
SCR: Solid Core Recovery
FI
E
NI : Non Intact Core
RQD: Rock Quality Designation
FR : Flush Return
: Core Sample
SPT(C) : SPT(Cone)
: Fracture Index
: Elastic Modulus
PLSI : Point Load Strength Index
Saudi Archirodon Ltd.
Core Diameter:
63.5mm
GWT (mMSL):
1.10
Grid: 36M UTM
N
Value
Description & Remarks
East (X-m):
516524.23
Level (m):
3.40
Datum: MSL
Fines
(%)
Blows/
150mm
2371792.91
PLSI
(MPa)
SPT
UCS
(MPa)
2.30
Legend
N/A
GWT (mbGL):
Depth
(m)
Piezometer:
HQ
Level
(m)
95.6mm
North (Y-m):
Sand
(%)
Client Name:
Core Barrel Type:
Normen
Sample
Type
& No
Borehole Log Scale 1:50
Dia. of Boring:
M.S- 10/08/21
Scale
(m)
101.6mm
Water
Drilled by:
FI
ID Dia. of Casing:
Drilling Fluid:
Checked by/date:
TCR SCR RQD
(%) (%) (%)
0m
Rotary Cored
Ahmed- 08/08/21 Type of Boring:
B48-C
Depth of Casing:
Coordinates
ACTS/KSA/Q-14728/21
Logged by/date:
Rig Type:
Date Finished: 04-08-21
Location: Jeddah
Depth of
GWT (m)
Project No:
28-07-21
Jeddah Islamic Port
FR
(%)
Sheet 3 of 6
Date Started:
E
(MPa)
Project Name:
Borehole No: LBH-203
Borehole Depth: 53m
Gravel
(%)
BOREHOLE LOG
[16-30] Reclaimed/Fill Materials: Medium
strong to strong, dark greenish brown to
light greenish brown, highly weathered
BOULDERS, Cobbles, Pebbles & Gravels
of igneous origin (Granite, Granodiorite,
Andesite, Basalt, etc...), fracture are very
close to close spaced (continued)
20.5
C-4
21.0
21.5
22.0
C-5
22.5
23.0
23.5
C-6
24.0
24.5
25.0
C-7
25.5
26.0
26.5
C-8
27.0
BOREHOLE LOG WITH LAB RESULTS JEDDAH ISLAMIC PORT.GPJ ACTS DATA TEMPLATE.GDT 8/30/21
27.5
28.0
C-9
28.5
29.0
29.5
C-10
-26.60 30.00
Remarks:
Legend:
SPT: Standard Penetration Test
B : Bulk Disturbed Sample
TCR: Total Core Recovery
GWT: Ground W ater Table
UCS: Unconfined Compressive Strength
C
U : Undisturbed Sample
SCR: Solid Core Recovery
FI
E
NI : Non Intact Core
RQD: Rock Quality Designation
FR : Flush Return
: Core Sample
SPT(C) : SPT(Cone)
: Fracture Index
: Elastic Modulus
PLSI : Point Load Strength Index
Saudi Archirodon Ltd.
Core Diameter:
63.5mm
GWT (mMSL):
1.10
Grid: 36M UTM
N
Value
Description & Remarks
East (X-m):
516524.23
Level (m):
3.40
Datum: MSL
Fines
(%)
Blows/
150mm
2371792.91
PLSI
(MPa)
SPT
UCS
(MPa)
2.30
Legend
N/A
GWT (mbGL):
Depth
(m)
Piezometer:
HQ
Level
(m)
95.6mm
North (Y-m):
Sand
(%)
Client Name:
Core Barrel Type:
Normen
Sample
Type
& No
Borehole Log Scale 1:50
Dia. of Boring:
M.S- 10/08/21
Scale
(m)
101.6mm
Water
Drilled by:
FI
ID Dia. of Casing:
Drilling Fluid:
Checked by/date:
TCR SCR RQD
(%) (%) (%)
0m
Rotary Cored
Ahmed- 08/08/21 Type of Boring:
B48-C
Depth of Casing:
Coordinates
ACTS/KSA/Q-14728/21
Logged by/date:
Rig Type:
Date Finished: 04-08-21
Location: Jeddah
Depth of
GWT (m)
Project No:
28-07-21
Jeddah Islamic Port
FR
(%)
Sheet 4 of 6
Date Started:
E
(MPa)
Project Name:
Borehole No: LBH-203
Borehole Depth: 53m
Gravel
(%)
BOREHOLE LOG
19.0
63.0
18.0
[30.0-32.0] Reclaimed/Fill Materials: Light
greyish beige to beige, completely
weathered boulders, cobbles, pebbles,
gravels and rock fragments of coral
Limestone of calcareous origin
C-11
30.5
31.0
C-12
31.5
-28.60 32.00
32.0
[32.0-48.95] Silty gravelly SAND: Medium
dense to dense, light yellowish brown to
light greyish brown, fine to medium Silty
gravelly SAND
[32m - 32.45m]:Dense, light yellowish
brown to light greyish brown, silty gravelly
SAND
SPT-13
8
11
13
24
SPT-14
12
14
15
29
[33.5m - 33.95m]:Medium dense, light
yellowish brown to light greyish brown, silty
gravelly SAND
SPT-15
14
16
17
33
[35m - 35.45m]:Dense, light yellowish
brown to light greyish brown, silty gravelly
SAND
SPT-17
8
9
10
19
[36.5m - 36.95m]:Medium dense, light
yellowish brown to light greyish brown, silty
gravelly SAND
SPT-18
10
10
12
22
[38m - 38.45m]:Medium dense, light
yellowish brown to light greyish brown, silty
gravelly SAND
SPT-19
4
5
6
11
[39.5m - 39.95m]:Medium dense, light
yellowish brown to light greyish brown, silty
gravelly SAND
32.5
33.0
33.5
34.0
34.5
35.0
35.5
36.0
C-16
36.5
37.0
BOREHOLE LOG WITH LAB RESULTS JEDDAH ISLAMIC PORT.GPJ ACTS DATA TEMPLATE.GDT 8/30/21
37.5
38.0
38.5
39.0
39.5
Remarks:
Legend:
SPT: Standard Penetration Test
B : Bulk Disturbed Sample
TCR: Total Core Recovery
GWT: Ground W ater Table
UCS: Unconfined Compressive Strength
C
U : Undisturbed Sample
SCR: Solid Core Recovery
FI
E
NI : Non Intact Core
RQD: Rock Quality Designation
FR : Flush Return
: Core Sample
SPT(C) : SPT(Cone)
: Fracture Index
: Elastic Modulus
PLSI : Point Load Strength Index
Core Diameter:
63.5mm
GWT (mMSL):
1.10
Grid: 36M UTM
Description & Remarks
East (X-m):
516524.23
Level (m):
3.40
Datum: MSL
Fines
(%)
N
Value
2371792.91
Sand
(%)
Blows/
150mm
North (Y-m):
PLSI
(MPa)
SPT
UCS
(MPa)
2.30
Legend
N/A
GWT (mbGL):
Depth
(m)
Piezometer:
HQ
Level
(m)
95.6mm
Coordinates
Saudi Archirodon Ltd.
Core Barrel Type:
Normen
Sample
Type
& No
Client Name:
Dia. of Boring:
M.S- 10/08/21
Scale
(m)
101.6mm
Water
Drilled by:
FI
ID Dia. of Casing:
Drilling Fluid:
Checked by/date:
TCR SCR RQD
(%) (%) (%)
0m
Rotary Cored
Ahmed- 08/08/21 Type of Boring:
B48-C
Depth of Casing:
Borehole Log Scale 1:50
ACTS/KSA/Q-14728/21
Logged by/date:
Rig Type:
Date Finished: 04-08-21
Location: Jeddah
Depth of
GWT (m)
Project No:
28-07-21
Jeddah Islamic Port
FR
(%)
Sheet 5 of 6
Date Started:
E
(MPa)
Project Name:
Borehole No: LBH-203
Borehole Depth: 53m
Gravel
(%)
BOREHOLE LOG
[32.0-48.95] Silty gravelly SAND: Medium
dense to dense, light yellowish brown to
light greyish brown, fine to medium Silty
gravelly SAND (continued)
40.5
41.0
6
6
10
16
[41m - 41.45m]:Medium dense, light
yellowish brown to light greyish brown, silty
gravelly SAND
SPT-22
4
6
6
12
[42.5m - 42.95m]:Medium dense, light
yellowish brown to light greyish brown, silty
gravelly SAND
SPT-23
6
9
10
19
[44m - 44.45m]:Medium dense, light
yellowish brown to light greyish brown, silty
gravelly SAND
8
10
11
21
[45.5m - 45.95m]:Medium dense, light
yellowish brown to light greyish brown, silty
gravelly SAND
10
14
16
30
[47m - 47.45m]:Dense, light yellowish
brown to light greyish brown, silty gravelly
SAND
11
15
17
32
SPT-20
41.5
42.0
C-21
42.5
43.0
43.5
44.0
44.5
45.0
C-24
45.5
SPT-25
46.0
46.5
C-26
47.0
SPT-27
BOREHOLE LOG WITH LAB RESULTS JEDDAH ISLAMIC PORT.GPJ ACTS DATA TEMPLATE.GDT 8/30/21
47.5
48.0
C-28
48.5
SPT-29
49.0
49.5
C-30
76
41
10
0
[48.5m - 48.95m]:Dense, light yellowish
brown to light greyish brown, silty gravelly
SAND
-45.55 48.95
[48.95-53.0] Weathered Oolitic Limestone:
very weak to weak, light greyish beige to
beige, highly weathered, Coral Limestone
inter-bedded with some boulders, cobbles,
pebbles, and gravels of coral Limestone
with presence of some voids, and shells
Remarks:
Legend:
SPT: Standard Penetration Test
B : Bulk Disturbed Sample
TCR: Total Core Recovery
GWT: Ground W ater Table
UCS: Unconfined Compressive Strength
C
U : Undisturbed Sample
SCR: Solid Core Recovery
FI
E
NI : Non Intact Core
RQD: Rock Quality Designation
FR : Flush Return
: Core Sample
SPT(C) : SPT(Cone)
: Fracture Index
: Elastic Modulus
PLSI : Point Load Strength Index
Coordinates
Core Diameter:
63.5mm
GWT (mMSL):
1.10
Grid: 36M UTM
23
0
Description & Remarks
East (X-m):
516524.23
Level (m):
3.40
Datum: MSL
Fines
(%)
N
Value
2371792.91
Sand
(%)
Blows/
150mm
North (Y-m):
PLSI
(MPa)
Sample
Type
& No
Scale
(m)
SPT
UCS
(MPa)
2.30
Legend
N/A
GWT (mbGL):
Depth
(m)
Piezometer:
HQ
Level
(m)
95.6mm
50.5
63
Saudi Archirodon Ltd.
Core Barrel Type:
Normen
90
Client Name:
Dia. of Boring:
M.S- 10/08/21
C-31
101.6mm
Water
Drilled by:
FI
ID Dia. of Casing:
Drilling Fluid:
Checked by/date:
TCR SCR RQD
(%) (%) (%)
0m
Rotary Cored
Ahmed- 08/08/21 Type of Boring:
B48-C
Depth of Casing:
Borehole Log Scale 1:50
ACTS/KSA/Q-14728/21
Logged by/date:
Rig Type:
Date Finished: 04-08-21
Location: Jeddah
Depth of
GWT (m)
Project No:
28-07-21
Jeddah Islamic Port
FR
(%)
Sheet 6 of 6
Date Started:
E
(MPa)
Project Name:
Borehole No: LBH-203
Borehole Depth: 53m
Gravel
(%)
BOREHOLE LOG
[48.95-53.0] Weathered Oolitic Limestone:
very weak to weak, light greyish beige to
beige, highly weathered, Coral Limestone
inter-bedded with some boulders, cobbles,
pebbles, and gravels of coral Limestone
with presence of some voids, and shells
(continued)
51.0
1.3
51.5
52.0
C-32
67
24
0
52.5
-49.60 53.00
53.0
END OF BOREHOLE @ 53.0m
53.5
54.0
54.5
55.0
55.5
56.0
56.5
57.0
BOREHOLE LOG WITH LAB RESULTS JEDDAH ISLAMIC PORT.GPJ ACTS DATA TEMPLATE.GDT 8/30/21
57.5
58.0
58.5
59.0
59.5
Remarks:
Legend:
SPT: Standard Penetration Test
B : Bulk Disturbed Sample
TCR: Total Core Recovery
GWT: Ground W ater Table
UCS: Unconfined Compressive Strength
C
U : Undisturbed Sample
SCR: Solid Core Recovery
FI
E
NI : Non Intact Core
RQD: Rock Quality Designation
FR : Flush Return
: Core Sample
SPT(C) : SPT(Cone)
: Fracture Index
: Elastic Modulus
PLSI : Point Load Strength Index
Saudi Archirodon Ltd.
Core Diameter:
63.5mm
GWT (mMSL):
1.32
Grid: 36M UTM
N
Value
Description & Remarks
East (X-m):
516430.58
Level (m):
3.34
Datum: MSL
Fines
(%)
Blows/
150mm
2372321.02
PLSI
(MPa)
SPT
UCS
(MPa)
2.02
Legend
N/A
GWT (mbGL):
Depth
(m)
Piezometer:
HQ
Level
(m)
95.6mm
North (Y-m):
Sand
(%)
Client Name:
Core Barrel Type:
Normen
Sample
Type
& No
Borehole Log Scale 1:50
Dia. of Boring:
M.S- 15/07/21
Scale
(m)
101.6mm
Water
Drilled by:
FI
ID Dia. of Casing:
Drilling Fluid:
Checked by/date:
TCR SCR RQD
(%) (%) (%)
0m
Rotary Cored
Ahmed- 14/07/21 Type of Boring:
B48-C
Depth of Casing:
Coordinates
ACTS/KSA/Q-14728/21
Logged by/date:
Rig Type:
Date Finished: 12-07-21
Location: Jeddah
Depth of
GWT (m)
Project No:
08-07-21
Jeddah Islamic Port
FR
(%)
Sheet 1 of 6
Date Started:
E
(MPa)
Project Name:
Borehole No: LBH-204
Borehole Depth: 53m
Gravel
(%)
BOREHOLE LOG
[0.0-16.0] Destructive Drilling was carried
out in the Fill
0.5
1.0
1.5
2.02 m
13/07/21
2.0
2.5
3.0
3.5
4.0
4.5
5.0
5.5
6.0
6.5
7.0
BOREHOLE LOG WITH LAB RESULTS JEDDAH ISLAMIC PORT.GPJ ACTS DATA TEMPLATE.GDT 8/30/21
7.5
8.0
8.5
9.0
9.5
Remarks:
Legend:
SPT: Standard Penetration Test
B : Bulk Disturbed Sample
TCR: Total Core Recovery
GWT: Ground W ater Table
UCS: Unconfined Compressive Strength
C
U : Undisturbed Sample
SCR: Solid Core Recovery
FI
E
NI : Non Intact Core
RQD: Rock Quality Designation
FR : Flush Return
: Core Sample
SPT(C) : SPT(Cone)
: Fracture Index
: Elastic Modulus
PLSI : Point Load Strength Index
Saudi Archirodon Ltd.
Core Diameter:
63.5mm
GWT (mMSL):
1.32
Grid: 36M UTM
N
Value
Description & Remarks
East (X-m):
516430.58
Level (m):
3.34
Datum: MSL
Fines
(%)
Blows/
150mm
2372321.02
PLSI
(MPa)
SPT
UCS
(MPa)
2.02
Legend
N/A
GWT (mbGL):
Depth
(m)
Piezometer:
HQ
Level
(m)
95.6mm
North (Y-m):
Sand
(%)
Client Name:
Core Barrel Type:
Normen
Sample
Type
& No
Borehole Log Scale 1:50
Dia. of Boring:
M.S- 15/07/21
Scale
(m)
101.6mm
Water
Drilled by:
FI
ID Dia. of Casing:
Drilling Fluid:
Checked by/date:
TCR SCR RQD
(%) (%) (%)
0m
Rotary Cored
Ahmed- 14/07/21 Type of Boring:
B48-C
Depth of Casing:
Coordinates
ACTS/KSA/Q-14728/21
Logged by/date:
Rig Type:
Date Finished: 12-07-21
Location: Jeddah
Depth of
GWT (m)
Project No:
08-07-21
Jeddah Islamic Port
FR
(%)
Sheet 2 of 6
Date Started:
E
(MPa)
Project Name:
Borehole No: LBH-204
Borehole Depth: 53m
Gravel
(%)
BOREHOLE LOG
[0.0-16.0] Destructive Drilling was carried
out in the Fill (continued)
10.5
11.0
11.5
12.0
12.5
13.0
13.5
14.0
14.5
15.0
15.5
-12.66 16.00
16.0
16.5
[16-17] Cavity appeared at this level
NO
SAMPLE-1
17.0
SPT-2
12
16
20
36
BOREHOLE LOG WITH LAB RESULTS JEDDAH ISLAMIC PORT.GPJ ACTS DATA TEMPLATE.GDT 8/30/21
17.5
18.0
C-3
-13.66 17.00
[17-17.5] Reclaimed/Fill Materials: Hard,
light greyish brown to dark brown, slightly
gravelly, silty sandy CLAY
-14.16 17.50
[17m - 17.45m]:Hard, light greyish brown
to dark brown, slightly gravelly, silty sandy
CLAY
[17.5-18.5] Reclaimed/Fill Materials: Light
grey to grey, pieces of concrete
-15.16 18.50
18.5
[18.5-20] Reclaimed/Fill Materials: Light
greenish brown to dark greenish brown,
Cobbles, Pebbles & Gravels of igneous
origin (Granite, Granodiorite, Andesite
etc...)
19.0
27.4
C-4
19.5
-16.66 20.00
Remarks:
Legend:
SPT: Standard Penetration Test
B : Bulk Disturbed Sample
TCR: Total Core Recovery
GWT: Ground W ater Table
UCS: Unconfined Compressive Strength
C
U : Undisturbed Sample
SCR: Solid Core Recovery
FI
E
NI : Non Intact Core
RQD: Rock Quality Designation
FR : Flush Return
: Core Sample
SPT(C) : SPT(Cone)
: Fracture Index
: Elastic Modulus
PLSI : Point Load Strength Index
Saudi Archirodon Ltd.
2.02
Core Diameter:
63.5mm
GWT (mMSL):
1.32
Grid: 36M UTM
Description & Remarks
East (X-m):
516430.58
Level (m):
3.34
Datum: MSL
Fines
(%)
N
Value
2372321.02
Sand
(%)
Blows/
150mm
North (Y-m):
PLSI
(MPa)
SPT
UCS
(MPa)
N/A
GWT (mbGL):
Legend
Piezometer:
HQ
Depth
(m)
95.6mm
Level
(m)
Sample
Type
& No
Client Name:
Core Barrel Type:
Normen
Scale
(m)
Borehole Log Scale 1:50
Dia. of Boring:
M.S- 15/07/21
[20-20.5] Reclaimed/Fill Materials: Light
grey to grey, pieces of concrete
C-5
-17.16 20.50
20.5
21.0
101.6mm
Water
Drilled by:
FI
ID Dia. of Casing:
Drilling Fluid:
Checked by/date:
TCR SCR RQD
(%) (%) (%)
0m
Rotary Cored
Ahmed- 14/07/21 Type of Boring:
B48-C
Depth of Casing:
Coordinates
ACTS/KSA/Q-14728/21
Logged by/date:
Rig Type:
Date Finished: 12-07-21
Location: Jeddah
Depth of
GWT (m)
Project No:
08-07-21
Jeddah Islamic Port
FR
(%)
Sheet 3 of 6
Date Started:
E
(MPa)
Project Name:
Borehole No: LBH-204
Borehole Depth: 53m
Gravel
(%)
BOREHOLE LOG
[20.5-31] Reclaimed/Fill Materials: Medium
strong to weak, light greenish brown to
dark greenish brown, rock fragments of
igneous rock origin(Granite, Granodiorite,
Andesite etc...) interbedded with coral
limestone
C-6
21.5
22.0
C-7
16.6
22.5
23.0
23.5
C-8
24.0
24.5
25.0
C-9
25.5
26.0
26.5
C-10
27.0
BOREHOLE LOG WITH LAB RESULTS JEDDAH ISLAMIC PORT.GPJ ACTS DATA TEMPLATE.GDT 8/30/21
27.5
28.0
C-11
28.5
29.0
SPT-12
9
11
13
24
[29m - 29.45m]:Medium dense, light beige
to light brown, silty SAND with gravel
29.5
Remarks:
Legend:
SPT: Standard Penetration Test
B : Bulk Disturbed Sample
TCR: Total Core Recovery
GWT: Ground W ater Table
UCS: Unconfined Compressive Strength
C
U : Undisturbed Sample
SCR: Solid Core Recovery
FI
E
NI : Non Intact Core
RQD: Rock Quality Designation
FR : Flush Return
: Core Sample
SPT(C) : SPT(Cone)
: Fracture Index
: Elastic Modulus
PLSI : Point Load Strength Index
Coordinates
Core Diameter:
63.5mm
GWT (mMSL):
1.32
Grid: 36M UTM
28
31.0
31.5
C-15
0
32.0
Description & Remarks
East (X-m):
516430.58
Level (m):
3.34
Datum: MSL
Fines
(%)
N
Value
2372321.02
Sand
(%)
Blows/
150mm
North (Y-m):
PLSI
(MPa)
Sample
Type
& No
Scale
(m)
SPT
UCS
(MPa)
2.02
Legend
N/A
GWT (mbGL):
Depth
(m)
Piezometer:
HQ
Level
(m)
95.6mm
10
14
14
SPT-14
Saudi Archirodon Ltd.
Core Barrel Type:
Normen
30.5
Client Name:
Dia. of Boring:
M.S- 15/07/21
C-13
101.6mm
Water
Drilled by:
FI
ID Dia. of Casing:
Drilling Fluid:
Checked by/date:
TCR SCR RQD
(%) (%) (%)
0m
Rotary Cored
Ahmed- 14/07/21 Type of Boring:
B48-C
Depth of Casing:
Borehole Log Scale 1:50
ACTS/KSA/Q-14728/21
Logged by/date:
Rig Type:
Date Finished: 12-07-21
Location: Jeddah
Depth of
GWT (m)
Project No:
08-07-21
Jeddah Islamic Port
FR
(%)
Sheet 4 of 6
Date Started:
E
(MPa)
Project Name:
Borehole No: LBH-204
Borehole Depth: 53m
Gravel
(%)
BOREHOLE LOG
[20.5-31] Reclaimed/Fill Materials: Medium
strong to weak, light greenish brown to
dark greenish brown, rock fragments of
igneous rock origin(Granite, Granodiorite,
Andesite etc...) interbedded with coral
limestone (continued)
[30.5m - 30.95m]:Medium dense, light
beige to light brown, silty SAND with gravel -27.66 31.00
[31-33.5] Weathered Oolitic Limestone:
Whitish to light greyish beige, completely
weathered boulders, cobbles, pebbles,
gravels and rock fragments of coral
Limestone of calcareous origin with
presence of some voids, fossils and shells,
inter-bedded with medium dense light
beige to light brown, poorly graded silty
SAND with gravel, gravel are medium to
coarse of Oolitic Limestone
32.5
C-16
10
0
33.0
-30.16 33.50
33.5
[33.5-53] Silty SAND: Medium dense to
dense, light yellowish brown to light
brown, fine to medium silty SAND (SM)
[33.5m - 33.95m]:Medium dense, light
beige to light brown, silty SAND with gravel
SPT-17
6
7
10
17
SPT-18
8
12
14
26
[35m - 35.45m]:Medium dense, light
yellowish brown to light brown, fine to
medium grained silty SAND
SPT-19
9
20
22
42
[36.5m - 36.95m]:Dense, light yellowish
brown to light brown, fine to medium
grained silty SAND
SPT-20
10
16
20
36
[38m - 38.45m]:Dense, light yellowish
brown to light brown, fine to medium
grained silty SAND
SPT-21
11
17
25
42
[39.5m - 39.95m]:Dense, light yellowish
brown to light brown, fine to medium
grained silty SAND
34.0
34.5
35.0
35.5
36.0
36.5
37.0
BOREHOLE LOG WITH LAB RESULTS JEDDAH ISLAMIC PORT.GPJ ACTS DATA TEMPLATE.GDT 8/30/21
37.5
38.0
38.5
39.0
39.5
Remarks:
Legend:
SPT: Standard Penetration Test
B : Bulk Disturbed Sample
TCR: Total Core Recovery
GWT: Ground W ater Table
UCS: Unconfined Compressive Strength
C
U : Undisturbed Sample
SCR: Solid Core Recovery
FI
E
NI : Non Intact Core
RQD: Rock Quality Designation
FR : Flush Return
: Core Sample
SPT(C) : SPT(Cone)
: Fracture Index
: Elastic Modulus
PLSI : Point Load Strength Index
Saudi Archirodon Ltd.
Core Diameter:
63.5mm
GWT (mMSL):
1.32
Grid: 36M UTM
N
Value
Description & Remarks
East (X-m):
516430.58
Level (m):
3.34
Datum: MSL
Fines
(%)
Blows/
150mm
2372321.02
PLSI
(MPa)
SPT
UCS
(MPa)
2.02
Legend
N/A
GWT (mbGL):
Depth
(m)
Piezometer:
HQ
Level
(m)
95.6mm
North (Y-m):
Sand
(%)
Client Name:
Core Barrel Type:
Normen
Sample
Type
& No
Borehole Log Scale 1:50
Dia. of Boring:
M.S- 15/07/21
Scale
(m)
101.6mm
Water
Drilled by:
FI
ID Dia. of Casing:
Drilling Fluid:
Checked by/date:
TCR SCR RQD
(%) (%) (%)
0m
Rotary Cored
Ahmed- 14/07/21 Type of Boring:
B48-C
Depth of Casing:
Coordinates
ACTS/KSA/Q-14728/21
Logged by/date:
Rig Type:
Date Finished: 12-07-21
Location: Jeddah
Depth of
GWT (m)
Project No:
08-07-21
Jeddah Islamic Port
FR
(%)
Sheet 5 of 6
Date Started:
E
(MPa)
Project Name:
Borehole No: LBH-204
Borehole Depth: 53m
Gravel
(%)
BOREHOLE LOG
1.0
83.0
16.0
[33.5-53] Silty SAND: Medium dense to
dense, light yellowish brown to light
brown, fine to medium silty SAND (SM)
(continued)
40.5
41.0
SPT-22
8
18
21
39
[41m - 41.45m]:Dense, light yellowish
brown to light brown, fine to medium
grained silty SAND
SPT-23
10
16
24
40
[42.5m - 42.95m]:Dense, light yellowish
brown to light brown, fine to medium
grained silty SAND
SPT-24
8
14
17
31
[44m - 44.45m]:Dense, light yellowish
brown to light brown, fine to medium
grained silty SAND
SPT-25
9
14
16
30
[45.5m - 45.95m]:Medium dense, light
yellowish brown to light brown, fine to
medium grained silty SAND
SPT-26
12
19
20
39
[47m - 47.45m]:Dense, light yellowish
brown to light brown, fine to medium
grained silty SAND
SPT-27
8
16
18
34
[48.5m - 48.95m]:Dense, light yellowish
brown to light brown, fine to medium
grained silty SAND
41.5
42.0
42.5
43.0
43.5
44.0
44.5
45.0
45.5
46.0
46.5
47.0
BOREHOLE LOG WITH LAB RESULTS JEDDAH ISLAMIC PORT.GPJ ACTS DATA TEMPLATE.GDT 8/30/21
47.5
48.0
48.5
49.0
49.5
Remarks:
Legend:
SPT: Standard Penetration Test
B : Bulk Disturbed Sample
TCR: Total Core Recovery
GWT: Ground W ater Table
UCS: Unconfined Compressive Strength
C
U : Undisturbed Sample
SCR: Solid Core Recovery
FI
E
NI : Non Intact Core
RQD: Rock Quality Designation
FR : Flush Return
: Core Sample
SPT(C) : SPT(Cone)
: Fracture Index
: Elastic Modulus
PLSI : Point Load Strength Index
Saudi Archirodon Ltd.
Core Diameter:
63.5mm
GWT (mMSL):
1.32
Grid: 36M UTM
N
Value
SPT-28
9
14
16
30
SPT-29
9
14
16
30
50.5
Description & Remarks
East (X-m):
516430.58
Level (m):
3.34
Datum: MSL
Fines
(%)
Blows/
150mm
2372321.02
PLSI
(MPa)
SPT
UCS
(MPa)
2.02
Legend
N/A
GWT (mbGL):
Depth
(m)
Piezometer:
HQ
Level
(m)
95.6mm
North (Y-m):
Sand
(%)
Client Name:
Core Barrel Type:
Normen
Sample
Type
& No
Borehole Log Scale 1:50
Dia. of Boring:
M.S- 15/07/21
Scale
(m)
101.6mm
Water
Drilled by:
FI
ID Dia. of Casing:
Drilling Fluid:
Checked by/date:
TCR SCR RQD
(%) (%) (%)
0m
Rotary Cored
Ahmed- 14/07/21 Type of Boring:
B48-C
Depth of Casing:
Coordinates
ACTS/KSA/Q-14728/21
Logged by/date:
Rig Type:
Date Finished: 12-07-21
Location: Jeddah
Depth of
GWT (m)
Project No:
08-07-21
Jeddah Islamic Port
FR
(%)
Sheet 6 of 6
Date Started:
E
(MPa)
Project Name:
Borehole No: LBH-204
Borehole Depth: 53m
Gravel
(%)
BOREHOLE LOG
[33.5-53] Silty SAND: Medium dense to
dense, light yellowish brown to light
brown, fine to medium silty SAND (SM)
(continued)
[50m - 50.45m]:Medium dense, light
yellowish brown to light brown, fine to
medium grained silty SAND
51.0
51.5
[51.5m - 51.95m]:Medium dense, light
yellowish brown to light brown, fine to
medium grained silty SAND
52.0
52.5
NO
SAMPLE-30
-49.66 53.00
53.0
END OF BOREHOLE @ 53.0m
53.5
54.0
54.5
55.0
55.5
56.0
56.5
57.0
BOREHOLE LOG WITH LAB RESULTS JEDDAH ISLAMIC PORT.GPJ ACTS DATA TEMPLATE.GDT 8/30/21
57.5
58.0
58.5
59.0
59.5
Remarks:
Legend:
SPT: Standard Penetration Test
B : Bulk Disturbed Sample
TCR: Total Core Recovery
GWT: Ground W ater Table
UCS: Unconfined Compressive Strength
C
U : Undisturbed Sample
SCR: Solid Core Recovery
FI
E
NI : Non Intact Core
RQD: Rock Quality Designation
FR : Flush Return
: Core Sample
SPT(C) : SPT(Cone)
: Fracture Index
: Elastic Modulus
PLSI : Point Load Strength Index
Saudi Archirodon Ltd.
Core Diameter:
63.5mm
GWT (mMSL):
1.25
Grid: 36M UTM
N
Value
Description & Remarks
East (X-m):
516384.93
Level (m):
3.20
Datum: MSL
Fines
(%)
Blows/
150mm
2372582.06
PLSI
(MPa)
SPT
UCS
(MPa)
1.95
Legend
N/A
GWT (mbGL):
Depth
(m)
Piezometer:
HQ
Level
(m)
95.6mm
North (Y-m):
Sand
(%)
Client Name:
Core Barrel Type:
Normen
Sample
Type
& No
Borehole Log Scale 1:50
Dia. of Boring:
M.S- 15/07/21
Scale
(m)
101.6mm
Water
Drilled by:
FI
ID Dia. of Casing:
Drilling Fluid:
Checked by/date:
TCR SCR RQD
(%) (%) (%)
0m
Rotary Cored
Ahmed- 14/07/21 Type of Boring:
B48-C
Depth of Casing:
Coordinates
ACTS/KSA/Q-14728/21
Logged by/date:
Rig Type:
Date Finished: 07-07-21
Location: Jeddah
Depth of
GWT (m)
Project No:
01-07-21
Jeddah Islamic Port
FR
(%)
Sheet 1 of 8
Date Started:
E
(MPa)
Project Name:
Borehole No: LBH-205
Borehole Depth: 78m
Gravel
(%)
BOREHOLE LOG
[0.0-16.0] Destructive Drilling was carried
out in the Fill
0.5
1.0
1.5
1.95 m
08/07/21
2.0
2.5
3.0
3.5
4.0
4.5
5.0
5.5
6.0
6.5
7.0
BOREHOLE LOG WITH LAB RESULTS JEDDAH ISLAMIC PORT.GPJ ACTS DATA TEMPLATE.GDT 8/30/21
7.5
8.0
8.5
9.0
9.5
Remarks:
Legend:
SPT: Standard Penetration Test
B : Bulk Disturbed Sample
TCR: Total Core Recovery
GWT: Ground W ater Table
UCS: Unconfined Compressive Strength
C
U : Undisturbed Sample
SCR: Solid Core Recovery
FI
E
NI : Non Intact Core
RQD: Rock Quality Designation
FR : Flush Return
: Core Sample
SPT(C) : SPT(Cone)
: Fracture Index
: Elastic Modulus
PLSI : Point Load Strength Index
Saudi Archirodon Ltd.
Core Diameter:
63.5mm
GWT (mMSL):
1.25
Grid: 36M UTM
N
Value
Description & Remarks
East (X-m):
516384.93
Level (m):
3.20
Datum: MSL
Fines
(%)
Blows/
150mm
2372582.06
PLSI
(MPa)
SPT
UCS
(MPa)
1.95
Legend
N/A
GWT (mbGL):
Depth
(m)
Piezometer:
HQ
Level
(m)
95.6mm
North (Y-m):
Sand
(%)
Client Name:
Core Barrel Type:
Normen
Sample
Type
& No
Borehole Log Scale 1:50
Dia. of Boring:
M.S- 15/07/21
Scale
(m)
101.6mm
Water
Drilled by:
FI
ID Dia. of Casing:
Drilling Fluid:
Checked by/date:
TCR SCR RQD
(%) (%) (%)
0m
Rotary Cored
Ahmed- 14/07/21 Type of Boring:
B48-C
Depth of Casing:
Coordinates
ACTS/KSA/Q-14728/21
Logged by/date:
Rig Type:
Date Finished: 07-07-21
Location: Jeddah
Depth of
GWT (m)
Project No:
01-07-21
Jeddah Islamic Port
FR
(%)
Sheet 2 of 8
Date Started:
E
(MPa)
Project Name:
Borehole No: LBH-205
Borehole Depth: 78m
Gravel
(%)
BOREHOLE LOG
[0.0-16.0] Destructive Drilling was carried
out in the Fill (continued)
10.5
11.0
11.5
12.0
12.5
13.0
13.5
14.0
14.5
15.0
15.5
-12.80 16.00
16.0
16.5
[16-18.5] Reclaimed/Fill Materials: Light
grey to grey, pieces of concrete
C-1
17.0
20.4
BOREHOLE LOG WITH LAB RESULTS JEDDAH ISLAMIC PORT.GPJ ACTS DATA TEMPLATE.GDT 8/30/21
17.5
C-2
18.0
-15.30 18.50
18.5
SPT-3
4
5
7
12
19.0
19.5
[18.5-27.5]
Reclaimed/Fill
Materials:
Medium strong to weak, light greenish
brown to dark greenish brown, rock
fragments of igneous rock origin(Granite,
Granodiorite, Andesite etc...) interbedded
with medium dense to desne, light
greenish brown to dark greyish brown, silty
sandy GRAVEL, gravel are medium to
coarse of basalt origin
[18.5m - 18.95m]:Medium dense, light
greenish brown to dark greyish brown, silty
Remarks:
Legend:
SPT: Standard Penetration Test
B : Bulk Disturbed Sample
TCR: Total Core Recovery
GWT: Ground W ater Table
UCS: Unconfined Compressive Strength
C
U : Undisturbed Sample
SCR: Solid Core Recovery
FI
E
NI : Non Intact Core
RQD: Rock Quality Designation
FR : Flush Return
: Core Sample
SPT(C) : SPT(Cone)
: Fracture Index
: Elastic Modulus
PLSI : Point Load Strength Index
Saudi Archirodon Ltd.
1.95
Core Diameter:
63.5mm
GWT (mMSL):
1.25
Grid: 36M UTM
12
21
27
48
20.5
C-5
21.5
Description & Remarks
East (X-m):
516384.93
Level (m):
3.20
Datum: MSL
Fines
(%)
N
Value
2372582.06
Sand
(%)
Blows/
150mm
North (Y-m):
PLSI
(MPa)
SPT
UCS
(MPa)
N/A
GWT (mbGL):
Legend
Piezometer:
HQ
Depth
(m)
95.6mm
Level
(m)
Sample
Type
& No
Scale
(m)
Client Name:
Core Barrel Type:
Normen
21.0
Borehole Log Scale 1:50
Dia. of Boring:
M.S- 15/07/21
SPT-4
101.6mm
Water
Drilled by:
FI
ID Dia. of Casing:
Drilling Fluid:
Checked by/date:
TCR SCR RQD
(%) (%) (%)
0m
Rotary Cored
Ahmed- 14/07/21 Type of Boring:
B48-C
Depth of Casing:
Coordinates
ACTS/KSA/Q-14728/21
Logged by/date:
Rig Type:
Date Finished: 07-07-21
Location: Jeddah
Depth of
GWT (m)
Project No:
01-07-21
Jeddah Islamic Port
FR
(%)
Sheet 3 of 8
Date Started:
E
(MPa)
Project Name:
Borehole No: LBH-205
Borehole Depth: 78m
Gravel
(%)
BOREHOLE LOG
sandy GRAVEL
[18.5-27.5]
Reclaimed/Fill
Materials:
Medium strong to weak, light greenish
brown to dark greenish brown, rock
fragments of igneous rock origin(Granite,
Granodiorite, Andesite etc...) interbedded
with medium dense to desne, light
greenish brown to dark greyish brown, silty
sandy GRAVEL, gravel are medium to
coarse of basalt origin (continued)
[20m - 20.45m]:Desne, light greenish
brown to dark greyish brown, silty sandy
GRAVEL
22.0
C-6
22.5
23.0
23.5
C-7
24.0
24.5
25.0
C-8
25.5
26.0
26.5
C-9
27.0
-24.30 27.50
BOREHOLE LOG WITH LAB RESULTS JEDDAH ISLAMIC PORT.GPJ ACTS DATA TEMPLATE.GDT 8/30/21
27.5
19.2
[27.5-31] Reclaimed/Fill Materials: Medium
strong to weak, light greenish brown to
dark greenish brown , highly to moderately
weathered
Igneous
rock
(Granite,
Granodiorite, Basalt, etc...) fracture are
closely to moderately spaced, interbedded
with cobbles, Pebbles & Gravels of
igneous origin (Granite, Granodiorite,
Andesite etc...)
28.0
C-10
28.5
29.0
28.2
29.5
C-11
Remarks:
Legend:
SPT: Standard Penetration Test
B : Bulk Disturbed Sample
TCR: Total Core Recovery
GWT: Ground W ater Table
UCS: Unconfined Compressive Strength
C
U : Undisturbed Sample
SCR: Solid Core Recovery
FI
E
NI : Non Intact Core
RQD: Rock Quality Designation
FR : Flush Return
: Core Sample
SPT(C) : SPT(Cone)
: Fracture Index
: Elastic Modulus
PLSI : Point Load Strength Index
Core Diameter:
63.5mm
GWT (mMSL):
1.25
Grid: 36M UTM
Description & Remarks
East (X-m):
516384.93
Level (m):
3.20
Datum: MSL
Fines
(%)
N
Value
2372582.06
Sand
(%)
Blows/
150mm
North (Y-m):
PLSI
(MPa)
SPT
UCS
(MPa)
1.95
Legend
N/A
GWT (mbGL):
Depth
(m)
Piezometer:
HQ
Level
(m)
95.6mm
Coordinates
Saudi Archirodon Ltd.
Core Barrel Type:
Normen
Sample
Type
& No
Client Name:
Dia. of Boring:
M.S- 15/07/21
Scale
(m)
101.6mm
Water
Drilled by:
FI
ID Dia. of Casing:
Drilling Fluid:
Checked by/date:
TCR SCR RQD
(%) (%) (%)
0m
Rotary Cored
Ahmed- 14/07/21 Type of Boring:
B48-C
Depth of Casing:
Borehole Log Scale 1:50
ACTS/KSA/Q-14728/21
Logged by/date:
Rig Type:
Date Finished: 07-07-21
Location: Jeddah
Depth of
GWT (m)
Project No:
01-07-21
Jeddah Islamic Port
FR
(%)
Sheet 4 of 8
Date Started:
E
(MPa)
Project Name:
Borehole No: LBH-205
Borehole Depth: 78m
Gravel
(%)
BOREHOLE LOG
30.5
-27.80 31.00
31.0
[31-35] Reclaimed/Fill Materials: Light
greenish brown to dark greenish brown,
Cobbles, Pebbles & Gravels of igneous
origin (Granite, Granodiorite, Andesite
etc...)
C-12
31.5
32.0
32.5
C-13
33.0
33.5
34.0
C-14
34.5
-31.80 35.00
35.0
10
14
12
SPT-15
26
35.5
36.0
C-16
63
17
14
0
36.5
[35-42.5] Weathered Oolitic Limestone:
Whitish to light greyish beige, completely
weathered boulders, cobbles, pebbles,
gravels and rock fragments of coral
Limestone of calcareous origin with
presence of some voids, fossils and shells,
inter-bedded with medium dense light
beige to light brown, poorly graded silty
SAND with gravel, gravel are medium to
coarse of Oolitic Limestone
[35m - 35.45m]:Medium dense light beige
to light brown, poorly graded silty SAND
with gravel
5.3
37.0
C-17
51
11
0
C-18
20
3
0
BOREHOLE LOG WITH LAB RESULTS JEDDAH ISLAMIC PORT.GPJ ACTS DATA TEMPLATE.GDT 8/30/21
37.5
38.0
38.5
39.0
39.5
SPT-19
10
13
13
26
[39.5m - 39.95m]:Medium dense light
beige to light brown, poorly graded silty
SAND with gravel
Remarks:
Legend:
SPT: Standard Penetration Test
B : Bulk Disturbed Sample
TCR: Total Core Recovery
GWT: Ground W ater Table
UCS: Unconfined Compressive Strength
C
U : Undisturbed Sample
SCR: Solid Core Recovery
FI
E
NI : Non Intact Core
RQD: Rock Quality Designation
FR : Flush Return
: Core Sample
SPT(C) : SPT(Cone)
: Fracture Index
: Elastic Modulus
PLSI : Point Load Strength Index
1.95
Coordinates
Core Diameter:
63.5mm
GWT (mMSL):
1.25
Grid: 36M UTM
6
41.0
0
0
12
13
12
SPT-21
25
41.5
42.0
C-22
33
8
Description & Remarks
East (X-m):
516384.93
Level (m):
3.20
PLSI
(MPa)
N
Value
2372582.06
Datum: MSL
Fines
(%)
23
Blows/
150mm
North (Y-m):
Sand
(%)
C-20
SPT
UCS
(MPa)
N/A
GWT (mbGL):
Legend
Piezometer:
HQ
Depth
(m)
95.6mm
Level
(m)
Sample
Type
& No
Scale
(m)
40.5
Saudi Archirodon Ltd.
Core Barrel Type:
Normen
6
Client Name:
Dia. of Boring:
M.S- 15/07/21
23
101.6mm
Water
Drilled by:
FI
ID Dia. of Casing:
Drilling Fluid:
Checked by/date:
TCR SCR RQD
(%) (%) (%)
0m
Rotary Cored
Ahmed- 14/07/21 Type of Boring:
B48-C
Depth of Casing:
Borehole Log Scale 1:50
ACTS/KSA/Q-14728/21
Logged by/date:
Rig Type:
Date Finished: 07-07-21
Location: Jeddah
Depth of
GWT (m)
Project No:
01-07-21
Jeddah Islamic Port
FR
(%)
Sheet 5 of 8
Date Started:
E
(MPa)
Project Name:
Borehole No: LBH-205
Borehole Depth: 78m
Gravel
(%)
BOREHOLE LOG
0.0
88.0
12.0
[35-42.5] Weathered Oolitic Limestone:
Whitish to light greyish beige, completely
weathered boulders, cobbles, pebbles,
gravels and rock fragments of coral
Limestone of calcareous origin with
presence of some voids, fossils and shells,
inter-bedded with medium dense light
beige to light brown, poorly graded silty
SAND with gravel, gravel are medium to
coarse of Oolitic Limestone (continued)
[41m - 41.45m]:Medium dense light beige
to light brown, poorly graded silty SAND
with gravel
0
-39.30 42.50
42.5
[42.5-53.5] Silty SAND: Medium dense to
dense, light reddish brown to light brown,
Poorly Graded Sand with Silt (SP-SM)
[42.5m - 42.95m]:Dense, light reddish
brown to light brown, silty SAND
SPT-23
11
16
21
37
SPT-24
13
17
24
41
[44m - 44.45m]:Dense, light reddish brown
to light brown, silty SAND
SPT-25
12
17
18
35
[45.5m - 45.95m]:Dense, light reddish
brown to light brown, silty SAND
SPT-26
14
20
24
44
[47m - 47.45m]:Dense, light reddish brown
to light brown, silty SAND
8
15
16
31
[48.5m - 48.95m]:Dense, light reddish
brown to light brown, silty SAND
43.0
43.5
44.0
44.5
45.0
45.5
46.0
46.5
47.0
BOREHOLE LOG WITH LAB RESULTS JEDDAH ISLAMIC PORT.GPJ ACTS DATA TEMPLATE.GDT 8/30/21
47.5
48.0
C-27
23
48.5
SPT-28
49.0
49.5
C-29
19
Remarks:
Legend:
SPT: Standard Penetration Test
B : Bulk Disturbed Sample
TCR: Total Core Recovery
GWT: Ground W ater Table
UCS: Unconfined Compressive Strength
C
U : Undisturbed Sample
SCR: Solid Core Recovery
FI
E
NI : Non Intact Core
RQD: Rock Quality Designation
FR : Flush Return
: Core Sample
SPT(C) : SPT(Cone)
: Fracture Index
: Elastic Modulus
PLSI : Point Load Strength Index
Saudi Archirodon Ltd.
Core Diameter:
63.5mm
GWT (mMSL):
1.25
Grid: 36M UTM
N
Value
SPT-30
9
14
18
32
SPT-31
11
16
19
35
[51.5m - 51.95m]:Dense, light reddish
brown to light brown, silty SAND
SPT-32
8
14
15
29
[53m - 53.45m]:Medium dense, light
reddish brown to light brown, silty SAND
50.5
East (X-m):
516384.93
Level (m):
3.20
Datum: MSL
Fines
(%)
Description & Remarks
Blows/
150mm
2372582.06
PLSI
(MPa)
SPT
UCS
(MPa)
1.95
Legend
N/A
GWT (mbGL):
Depth
(m)
Piezometer:
HQ
Level
(m)
95.6mm
North (Y-m):
Sand
(%)
Client Name:
Core Barrel Type:
Normen
Sample
Type
& No
Borehole Log Scale 1:50
Dia. of Boring:
M.S- 15/07/21
Scale
(m)
101.6mm
Water
Drilled by:
FI
ID Dia. of Casing:
Drilling Fluid:
Checked by/date:
TCR SCR RQD
(%) (%) (%)
0m
Rotary Cored
Ahmed- 14/07/21 Type of Boring:
B48-C
Depth of Casing:
Coordinates
ACTS/KSA/Q-14728/21
Logged by/date:
Rig Type:
Date Finished: 07-07-21
Location: Jeddah
Depth of
GWT (m)
Project No:
01-07-21
Jeddah Islamic Port
FR
(%)
Sheet 6 of 8
Date Started:
E
(MPa)
Project Name:
Borehole No: LBH-205
Borehole Depth: 78m
Gravel
(%)
BOREHOLE LOG
0.0
2.0
98.0
[42.5-53.5] Silty SAND: Medium dense to
dense, light reddish brown to light brown,
Poorly Graded Sand with Silt (SP-SM)
(continued)
[50m - 50.45m]:Dense, light reddish brown
to light brown, silty SAND
51.0
51.5
52.0
52.5
53.0
-50.30 53.50
53.5
54.0
C-33
[53.5-57.5] Marly Limestone: Very weak to
weak, light yellowish grey to light greyish
beige, highly to moderately weathered and
highly
fractured,
Marly
Limestone,
interbedded with medium dense light beige
to light greenish brown, silty gravelly SAND
16
54.5
SPT-34
8
14
14
28
9
12
14
26
[54.5m - 54.95m]:Medium dense light
beige to light greenish brown, silty gravelly
SAND
55.0
55.5
C-35
14
56.0
SPT-36
[56m - 56.45m]:Medium dense light beige
to light greenish brown, silty gravelly SAND
56.5
57.0
C-37
100
-54.30 57.50
BOREHOLE LOG WITH LAB RESULTS JEDDAH ISLAMIC PORT.GPJ ACTS DATA TEMPLATE.GDT 8/30/21
57.5
[57.5-72.5] CLAY: Hard to very stiff, light
brown to light beige, slightly gravelly, Fat
Clay (CH)
58.0
C-38
67
58.5
59.0
67
59.5
C-39
Remarks:
Legend:
SPT: Standard Penetration Test
B : Bulk Disturbed Sample
TCR: Total Core Recovery
GWT: Ground W ater Table
UCS: Unconfined Compressive Strength
C
U : Undisturbed Sample
SCR: Solid Core Recovery
FI
E
NI : Non Intact Core
RQD: Rock Quality Designation
FR : Flush Return
: Core Sample
SPT(C) : SPT(Cone)
: Fracture Index
: Elastic Modulus
PLSI : Point Load Strength Index
Saudi Archirodon Ltd.
Core Diameter:
63.5mm
GWT (mMSL):
1.25
Grid: 36M UTM
N
Value
Description & Remarks
East (X-m):
516384.93
Level (m):
3.20
Datum: MSL
Fines
(%)
Blows/
150mm
2372582.06
PLSI
(MPa)
SPT
UCS
(MPa)
1.95
Legend
N/A
GWT (mbGL):
Depth
(m)
Piezometer:
HQ
Level
(m)
95.6mm
North (Y-m):
Sand
(%)
Client Name:
Core Barrel Type:
Normen
Sample
Type
& No
Borehole Log Scale 1:50
Dia. of Boring:
M.S- 15/07/21
Scale
(m)
101.6mm
Water
Drilled by:
FI
ID Dia. of Casing:
Drilling Fluid:
Checked by/date:
TCR SCR RQD
(%) (%) (%)
0m
Rotary Cored
Ahmed- 14/07/21 Type of Boring:
B48-C
Depth of Casing:
Coordinates
ACTS/KSA/Q-14728/21
Logged by/date:
Rig Type:
Date Finished: 07-07-21
Location: Jeddah
Depth of
GWT (m)
Project No:
01-07-21
Jeddah Islamic Port
FR
(%)
Sheet 7 of 8
Date Started:
E
(MPa)
Project Name:
Borehole No: LBH-205
Borehole Depth: 78m
Gravel
(%)
BOREHOLE LOG
[57.5-72.5] CLAY: Hard to very stiff, light
brown to light beige, slightly gravelly, Fat
Clay (CH) (continued)
67
60.5
61.0
C-40
57
C-41
23
61.5
62.0
62.5
63.0
63.5
12
20
22
42
[63.5m - 63.95m]:Hard, light brown to light
beige, slightly gravelly, CLAY
SPT-44
7
15
17
32
[65m - 65.45m]:Very stiff, light brown to
light beige, slightly gravelly, CLAY
SPT-45
8
12
15
27
[66.5m - 66.95m]:Very stiff, light brown to
light beige, slightly gravelly, CLAY
SPT-46
10
14
17
31
[68m - 68.45m]:Very stiff, light brown to
light beige, slightly gravelly, CLAY
8
15
18
33
[69.5m - 69.95m]:Very stiff, light brown to
light beige, slightly gravelly, CLAY
SPT-42
64.0
64.5
C-43
19
65.0
65.5
66.0
66.5
67.0
BOREHOLE LOG WITH LAB RESULTS JEDDAH ISLAMIC PORT.GPJ ACTS DATA TEMPLATE.GDT 8/30/21
67.5
68.0
68.5
69.0
C-47
24
69.5
SPT-48
Remarks:
Legend:
SPT: Standard Penetration Test
B : Bulk Disturbed Sample
TCR: Total Core Recovery
GWT: Ground W ater Table
UCS: Unconfined Compressive Strength
C
U : Undisturbed Sample
SCR: Solid Core Recovery
FI
E
NI : Non Intact Core
RQD: Rock Quality Designation
FR : Flush Return
: Core Sample
SPT(C) : SPT(Cone)
: Fracture Index
: Elastic Modulus
PLSI : Point Load Strength Index
Saudi Archirodon Ltd.
1.95
Core Diameter:
63.5mm
GWT (mMSL):
1.25
Grid: 36M UTM
Description & Remarks
East (X-m):
516384.93
Level (m):
3.20
Datum: MSL
Fines
(%)
N
Value
2372582.06
Sand
(%)
Blows/
150mm
North (Y-m):
PLSI
(MPa)
SPT
UCS
(MPa)
N/A
GWT (mbGL):
Legend
Piezometer:
HQ
Depth
(m)
95.6mm
Level
(m)
Sample
Type
& No
Scale
(m)
C-49
Client Name:
Core Barrel Type:
Normen
70.5
Borehole Log Scale 1:50
Dia. of Boring:
M.S- 15/07/21
10
101.6mm
Water
Drilled by:
FI
ID Dia. of Casing:
Drilling Fluid:
Checked by/date:
TCR SCR RQD
(%) (%) (%)
0m
Rotary Cored
Ahmed- 14/07/21 Type of Boring:
B48-C
Depth of Casing:
Coordinates
ACTS/KSA/Q-14728/21
Logged by/date:
Rig Type:
Date Finished: 07-07-21
Location: Jeddah
Depth of
GWT (m)
Project No:
01-07-21
Jeddah Islamic Port
FR
(%)
Sheet 8 of 8
Date Started:
E
(MPa)
Project Name:
Borehole No: LBH-205
Borehole Depth: 78m
Gravel
(%)
BOREHOLE LOG
[57.5-72.5] CLAY: Hard to very stiff, light
brown to light beige, slightly gravelly, Fat
Clay (CH) (continued)
10
71.0
11
14
17
SPT-50
31
[71m - 71.45m]:Very stiff, light brown to
light beige, slightly gravelly, CLAY
71.5
72.0
C-51
13
-69.30 72.50
72.5
34
12
16
20
36
[74m - 74.45m]:Dense, light brown to light
beige, slightly gravelly, silty SAND
SPT-56
12
15
20
35
[75.5m - 75.95m]:Dense, light brown to
light beige, slightly gravelly, silty SAND
SPT-57
13
19
22
41
[77m - 77.45m]:Dense, light brown to light
beige, slightly gravelly, silty SAND
SPT-52
73.0
73.5
[72.5-78] SAND: Dense, light yellowish
brown to light greyish beige, fine to
medium silty gravelly SAND
[72.5m - 72.95m]:Dense, light brown to
light beige, slightly gravelly, silty SAND
9
16
18
C-53
19
2
0
74.0
SPT-54
74.5
75.0
C-55
27
5
0
75.5
76.0
76.5
77.0
BOREHOLE LOG WITH LAB RESULTS JEDDAH ISLAMIC PORT.GPJ ACTS DATA TEMPLATE.GDT 8/30/21
77.5
C-58
25
0
0
-74.80 78.00
78.0
END OF BOREHOLE @ 78.0m
78.5
79.0
79.5
Remarks:
Legend:
SPT: Standard Penetration Test
B : Bulk Disturbed Sample
TCR: Total Core Recovery
GWT: Ground W ater Table
UCS: Unconfined Compressive Strength
C
U : Undisturbed Sample
SCR: Solid Core Recovery
FI
E
NI : Non Intact Core
RQD: Rock Quality Designation
FR : Flush Return
: Core Sample
SPT(C) : SPT(Cone)
: Fracture Index
: Elastic Modulus
PLSI : Point Load Strength Index
Saudi Archirodon Ltd.
Core Diameter:
63.5mm
GWT (mMSL):
0.74
Grid: 36M UTM
N
Value
Description & Remarks
East (X-m):
516323.33
Level (m):
3.24
Datum: MSL
Fines
(%)
Blows/
150mm
2372930.71
PLSI
(MPa)
SPT
UCS
(MPa)
2.5
Legend
N/A
GWT (mbGL):
Depth
(m)
Piezometer:
HQ
Level
(m)
95.6mm
North (Y-m):
Sand
(%)
Client Name:
Core Barrel Type:
Normen
Sample
Type
& No
Borehole Log Scale 1:50
Dia. of Boring:
M.S- 05/07/21
Scale
(m)
101.6mm
Water
Drilled by:
FI
ID Dia. of Casing:
Drilling Fluid:
Checked by/date:
TCR SCR RQD
(%) (%) (%)
0m
Rotary Cored
Khaild- 30/06/21 Type of Boring:
B48-C
Depth of Casing:
Coordinates
ACTS/KSA/Q-14728/21
Logged by/date:
Rig Type:
Date Finished: 29-06-21
Location: Jeddah
Depth of
GWT (m)
Project No:
25-06-21
Jeddah Islamic Port
FR
(%)
Sheet 1 of 6
Date Started:
E
(MPa)
Project Name:
Borehole No: LBH-206
Borehole Depth: 53m
Gravel
(%)
BOREHOLE LOG
[0.0-16.5] Destructive Drilling was carried
out in the Fill
0.5
1.0
1.5
2.0
2.5 m
30/06/21
2.5
3.0
3.5
4.0
4.5
5.0
5.5
6.0
6.5
7.0
BOREHOLE LOG WITH LAB RESULTS JEDDAH ISLAMIC PORT.GPJ ACTS DATA TEMPLATE.GDT 8/30/21
7.5
8.0
8.5
9.0
9.5
Remarks:
Legend:
SPT: Standard Penetration Test
B : Bulk Disturbed Sample
TCR: Total Core Recovery
GWT: Ground W ater Table
UCS: Unconfined Compressive Strength
C
U : Undisturbed Sample
SCR: Solid Core Recovery
FI
E
NI : Non Intact Core
RQD: Rock Quality Designation
FR : Flush Return
: Core Sample
SPT(C) : SPT(Cone)
: Fracture Index
: Elastic Modulus
PLSI : Point Load Strength Index
Saudi Archirodon Ltd.
Core Diameter:
63.5mm
GWT (mMSL):
0.74
Grid: 36M UTM
N
Value
Description & Remarks
East (X-m):
516323.33
Level (m):
3.24
Datum: MSL
Fines
(%)
Blows/
150mm
2372930.71
PLSI
(MPa)
SPT
UCS
(MPa)
2.5
Legend
N/A
GWT (mbGL):
Depth
(m)
Piezometer:
HQ
Level
(m)
95.6mm
North (Y-m):
Sand
(%)
Client Name:
Core Barrel Type:
Normen
Sample
Type
& No
Borehole Log Scale 1:50
Dia. of Boring:
M.S- 05/07/21
Scale
(m)
101.6mm
Water
Drilled by:
FI
ID Dia. of Casing:
Drilling Fluid:
Checked by/date:
TCR SCR RQD
(%) (%) (%)
0m
Rotary Cored
Khaild- 30/06/21 Type of Boring:
B48-C
Depth of Casing:
Coordinates
ACTS/KSA/Q-14728/21
Logged by/date:
Rig Type:
Date Finished: 29-06-21
Location: Jeddah
Depth of
GWT (m)
Project No:
25-06-21
Jeddah Islamic Port
FR
(%)
Sheet 2 of 6
Date Started:
E
(MPa)
Project Name:
Borehole No: LBH-206
Borehole Depth: 53m
Gravel
(%)
BOREHOLE LOG
[0.0-16.5] Destructive Drilling was carried
out in the Fill (continued)
10.5
11.0
11.5
12.0
12.5
13.0
13.5
14.0
14.5
15.0
15.5
16.0
16.5
SPT-1
10
16
20
36
17.0
17.5
BOREHOLE LOG WITH LAB RESULTS JEDDAH ISLAMIC PORT.GPJ ACTS DATA TEMPLATE.GDT 8/30/21
SPT-2
18.0
18.5
29
51
50/
1cm
>50
[16.3m - 16.75m]:Medium dense, light -13.26 16.50
brownish grey to whitish, silty gravelly
SAND
[16.5-34] Reclaimed/Fill Materials: Medium
strong to strong, dark greenish brown to
dark brown, highly to moderately
weathered
Igneous
rock
(Granite,
Granodiorite, Basalt, etc...) fracture are
very close to close, interbedded with
cobbles, Pebbles & Gravels of igneous
origin (Granite, Granodiorite, Andesite
etc...)
[17.5m - 17.81m]:Very dense, light
greenish brown to light brown, silty sandy
GRAVEL
0.5
C-3
19.0
SPT-4
4
7
9
16
[19m - 19.45m]:Medium dense, light
greenish brown to light brown, silty sandy
GRAVEL
19.5
Remarks:
Legend:
SPT: Standard Penetration Test
B : Bulk Disturbed Sample
TCR: Total Core Recovery
GWT: Ground W ater Table
UCS: Unconfined Compressive Strength
C
U : Undisturbed Sample
SCR: Solid Core Recovery
FI
E
NI : Non Intact Core
RQD: Rock Quality Designation
FR : Flush Return
: Core Sample
SPT(C) : SPT(Cone)
: Fracture Index
: Elastic Modulus
PLSI : Point Load Strength Index
Saudi Archirodon Ltd.
2.5
Core Diameter:
63.5mm
GWT (mMSL):
0.74
Grid: 36M UTM
Description & Remarks
East (X-m):
516323.33
Level (m):
3.24
Datum: MSL
Fines
(%)
N
Value
2372930.71
Sand
(%)
Blows/
150mm
North (Y-m):
PLSI
(MPa)
SPT
UCS
(MPa)
N/A
GWT (mbGL):
Legend
Piezometer:
HQ
Depth
(m)
95.6mm
Level
(m)
Sample
Type
& No
Client Name:
Core Barrel Type:
Normen
Scale
(m)
Borehole Log Scale 1:50
Dia. of Boring:
M.S- 05/07/21
C-5
101.6mm
Water
Drilled by:
FI
ID Dia. of Casing:
Drilling Fluid:
Checked by/date:
TCR SCR RQD
(%) (%) (%)
0m
Rotary Cored
Khaild- 30/06/21 Type of Boring:
B48-C
Depth of Casing:
Coordinates
ACTS/KSA/Q-14728/21
Logged by/date:
Rig Type:
Date Finished: 29-06-21
Location: Jeddah
Depth of
GWT (m)
Project No:
25-06-21
Jeddah Islamic Port
FR
(%)
Sheet 3 of 6
Date Started:
E
(MPa)
Project Name:
Borehole No: LBH-206
Borehole Depth: 53m
Gravel
(%)
BOREHOLE LOG
90.2
9.7
0.1
[16.5-34] Reclaimed/Fill Materials: Medium
strong to strong, dark greenish brown to
dark brown, highly to moderately
weathered
Igneous
rock
(Granite,
Granodiorite, Basalt, etc...) fracture are
very close to close, interbedded with
cobbles, Pebbles & Gravels of igneous
origin (Granite, Granodiorite, Andesite
etc...) (continued)
20.5
21.0
C-6
21.5
22.0
22.5
23.0
C-7
23.5
24.0
C-8
24.5
25.0
25.5
C-9
26.0
26.5
27.0
C-10
BOREHOLE LOG WITH LAB RESULTS JEDDAH ISLAMIC PORT.GPJ ACTS DATA TEMPLATE.GDT 8/30/21
27.5
28.0
28.5
C-11
29.0
12.0
29.5
Remarks:
Legend:
SPT: Standard Penetration Test
B : Bulk Disturbed Sample
TCR: Total Core Recovery
GWT: Ground W ater Table
UCS: Unconfined Compressive Strength
C
U : Undisturbed Sample
SCR: Solid Core Recovery
FI
E
NI : Non Intact Core
RQD: Rock Quality Designation
FR : Flush Return
: Core Sample
SPT(C) : SPT(Cone)
: Fracture Index
: Elastic Modulus
PLSI : Point Load Strength Index
Core Diameter:
63.5mm
GWT (mMSL):
0.74
Grid: 36M UTM
Description & Remarks
East (X-m):
516323.33
Level (m):
3.24
Datum: MSL
Fines
(%)
N
Value
2372930.71
Sand
(%)
Blows/
150mm
North (Y-m):
PLSI
(MPa)
SPT
UCS
(MPa)
2.5
Legend
N/A
GWT (mbGL):
Depth
(m)
Piezometer:
HQ
Level
(m)
95.6mm
Coordinates
Saudi Archirodon Ltd.
Core Barrel Type:
Normen
Sample
Type
& No
Client Name:
Dia. of Boring:
M.S- 05/07/21
Scale
(m)
101.6mm
Water
Drilled by:
FI
ID Dia. of Casing:
Drilling Fluid:
Checked by/date:
TCR SCR RQD
(%) (%) (%)
0m
Rotary Cored
Khaild- 30/06/21 Type of Boring:
B48-C
Depth of Casing:
Borehole Log Scale 1:50
ACTS/KSA/Q-14728/21
Logged by/date:
Rig Type:
Date Finished: 29-06-21
Location: Jeddah
Depth of
GWT (m)
Project No:
25-06-21
Jeddah Islamic Port
FR
(%)
Sheet 4 of 6
Date Started:
E
(MPa)
Project Name:
Borehole No: LBH-206
Borehole Depth: 53m
Gravel
(%)
BOREHOLE LOG
[16.5-34] Reclaimed/Fill Materials: Medium
strong to strong, dark greenish brown to
dark brown, highly to moderately
weathered
Igneous
rock
(Granite,
Granodiorite, Basalt, etc...) fracture are
very close to close, interbedded with
cobbles, Pebbles & Gravels of igneous
origin (Granite, Granodiorite, Andesite
etc...) (continued)
C-12
30.5
31.0
31.5
C-13
32.0
32.5
33.0
C-14
33.5
-30.76 34.00
34.0
34.5
C-15
8
0
35.0
35.5
7
8
10
SPT-16
[34-45] Weathered Oolitic Limestone: Light
greyish beige to beige, completely
weathered boulders, cobbles, pebbles,
gravels and rock fragments of coral
Limestone of calcareous origin with
presence of some voids, fossils and shells,
inter-bedded with medium dense, light
greenish beige to light beige, silty sandy
GRAVEL, gravel are fine to coarse of
Oolitic Limestone
[35.5m - 35.95m]:Medium dense, light
brownish grey to light brown, silty SAND
with gravel
18
36.0
36.5
C-17
9
37.0
0
6
8
9
SPT-18
[37m - 37.45m]:Medium dense, light
brownish grey to light brown, silty SAND
with gravel
17
BOREHOLE LOG WITH LAB RESULTS JEDDAH ISLAMIC PORT.GPJ ACTS DATA TEMPLATE.GDT 8/30/21
37.5
38.0
C-19
8
38.5
0
8
8
10
SPT-20
[38.5m - 38.95m]:Medium dense, light
brownish grey to light brown, silty SAND
with gravel
18
39.0
39.5
C-21
8
0
Remarks:
Legend:
SPT: Standard Penetration Test
B : Bulk Disturbed Sample
TCR: Total Core Recovery
GWT: Ground W ater Table
UCS: Unconfined Compressive Strength
C
U : Undisturbed Sample
SCR: Solid Core Recovery
FI
E
NI : Non Intact Core
RQD: Rock Quality Designation
FR : Flush Return
: Core Sample
SPT(C) : SPT(Cone)
: Fracture Index
: Elastic Modulus
PLSI : Point Load Strength Index
Coordinates
Core Diameter:
63.5mm
GWT (mMSL):
0.74
Grid: 36M UTM
7
11
10
21
9
0
41.0
8
12
14
SPT-24
26
42.0
42.5
C-25
18
43.0
Description & Remarks
East (X-m):
516323.33
Level (m):
3.24
Datum: MSL
Fines
(%)
N
Value
2372930.71
Sand
(%)
Blows/
150mm
North (Y-m):
PLSI
(MPa)
Sample
Type
& No
Scale
(m)
SPT
UCS
(MPa)
2.5
Legend
N/A
GWT (mbGL):
Depth
(m)
Piezometer:
HQ
Level
(m)
95.6mm
40.5
41.5
Saudi Archirodon Ltd.
Core Barrel Type:
Normen
C-23
Client Name:
Dia. of Boring:
M.S- 05/07/21
SPT-22
101.6mm
Water
Drilled by:
FI
ID Dia. of Casing:
Drilling Fluid:
Checked by/date:
TCR SCR RQD
(%) (%) (%)
0m
Rotary Cored
Khaild- 30/06/21 Type of Boring:
B48-C
Depth of Casing:
Borehole Log Scale 1:50
ACTS/KSA/Q-14728/21
Logged by/date:
Rig Type:
Date Finished: 29-06-21
Location: Jeddah
Depth of
GWT (m)
Project No:
25-06-21
Jeddah Islamic Port
FR
(%)
Sheet 5 of 6
Date Started:
E
(MPa)
Project Name:
Borehole No: LBH-206
Borehole Depth: 53m
Gravel
(%)
BOREHOLE LOG
11.0
4.0
85.0
[34-45] Weathered Oolitic Limestone: Light
greyish beige to beige, completely
weathered boulders, cobbles, pebbles,
gravels and rock fragments of coral
Limestone of calcareous origin with
presence of some voids, fossils and shells,
inter-bedded with medium dense, light
greenish beige to light beige, silty sandy
GRAVEL, gravel are fine to coarse of
Oolitic Limestone (continued)
[40m - 40.45m]:Medium dense, light
brownish grey to light brown, silty SAND
with gravel
[41.5m - 41.95m]:Medium dense, light
brownish grey to light brown, silty SAND
with gravel
0
SPT-26
12
15
16
31
SPT-27
13
22
24
46
[43m - 43.45m]:Medium dense, light
brownish grey to light brown, silty SAND
with gravel
43.5
44.0
44.5
-41.76 45.00
45.0
45.5
[44.5m - 44.95m]:Dense, light brownish
grey to light brown, silty SAND with gravel
[45-52.5] CLAY: Very stiff to hard, reddish
brown to light brown, Fat CLAY with gravel
(CH)
C-28
74
C-29
11
46.0
46.5
47.0
BOREHOLE LOG WITH LAB RESULTS JEDDAH ISLAMIC PORT.GPJ ACTS DATA TEMPLATE.GDT 8/30/21
47.5
SPT-30
11
14
20
34
[47.5m - 47.95m]:Hard, reddish brown to
light brown, Fat CLAY with gravel
12
18
21
39
[49m - 49.45m]:Hard, reddish brown to
light brown, Fat CLAY with gravel
48.0
48.5
C-31
35
49.0
SPT-32
49.5
30
Remarks:
Legend:
SPT: Standard Penetration Test
B : Bulk Disturbed Sample
TCR: Total Core Recovery
GWT: Ground W ater Table
UCS: Unconfined Compressive Strength
C
U : Undisturbed Sample
SCR: Solid Core Recovery
FI
E
NI : Non Intact Core
RQD: Rock Quality Designation
FR : Flush Return
: Core Sample
SPT(C) : SPT(Cone)
: Fracture Index
: Elastic Modulus
PLSI : Point Load Strength Index
2.5
Coordinates
Core Diameter:
63.5mm
GWT (mMSL):
0.74
Grid: 36M UTM
Description & Remarks
East (X-m):
516323.33
Level (m):
3.24
Datum: MSL
Fines
(%)
N
Value
2372930.71
Sand
(%)
Blows/
150mm
North (Y-m):
PLSI
(MPa)
SPT
UCS
(MPa)
N/A
GWT (mbGL):
Legend
Piezometer:
HQ
Depth
(m)
95.6mm
Level
(m)
Sample
Type
& No
Scale
(m)
Saudi Archirodon Ltd.
Core Barrel Type:
Normen
[45-52.5] CLAY: Very stiff to hard, reddish
brown to light brown, Fat CLAY with gravel
(CH) (continued)
30
50.5
Client Name:
Dia. of Boring:
M.S- 05/07/21
C-33
101.6mm
Water
Drilled by:
FI
ID Dia. of Casing:
Drilling Fluid:
Checked by/date:
TCR SCR RQD
(%) (%) (%)
0m
Rotary Cored
Khaild- 30/06/21 Type of Boring:
B48-C
Depth of Casing:
Borehole Log Scale 1:50
ACTS/KSA/Q-14728/21
Logged by/date:
Rig Type:
Date Finished: 29-06-21
Location: Jeddah
Depth of
GWT (m)
Project No:
25-06-21
Jeddah Islamic Port
FR
(%)
Sheet 6 of 6
Date Started:
E
(MPa)
Project Name:
Borehole No: LBH-206
Borehole Depth: 53m
Gravel
(%)
BOREHOLE LOG
SPT-34
15
20
26
46
[50.5m - 50.95m]:Hard, reddish brown to
light brown, Fat CLAY with gravel
SPT-35
20
24
26
50
[52m - 52.45m]:Hard, reddish brown to
light brown, Fat CLAY with gravel
51.0
51.5
52.0
52.5
C-36
8
0
53.0
-49.26 52.50
[52.5-53] Weathered Oolitic Limestone:
Whitish to light greyish beige, completely
weathered boulders, cobbles, pebbles,
gravels and rock fragments of coral -49.76 53.00
Limestone of calcareous origin
END OF BOREHOLE @ 53.0m
53.5
54.0
54.5
55.0
55.5
56.0
56.5
57.0
BOREHOLE LOG WITH LAB RESULTS JEDDAH ISLAMIC PORT.GPJ ACTS DATA TEMPLATE.GDT 8/30/21
57.5
58.0
58.5
59.0
59.5
Remarks:
Legend:
SPT: Standard Penetration Test
B : Bulk Disturbed Sample
TCR: Total Core Recovery
GWT: Ground W ater Table
UCS: Unconfined Compressive Strength
C
U : Undisturbed Sample
SCR: Solid Core Recovery
FI
E
NI : Non Intact Core
RQD: Rock Quality Designation
FR : Flush Return
: Core Sample
SPT(C) : SPT(Cone)
: Fracture Index
: Elastic Modulus
PLSI : Point Load Strength Index
Date Finished: 17-06-21
6m
ID Dia. of Casing:
127mm
Borehole Log Scale 1:50
Jeddah Islamic Port
Location: Jeddah
Client Name:
Saudi Archirodon Ltd.
Water
Checked by/date:
M.S- 21/06/21
Dia. of Boring:
122.6mm
Piezometer:
N/A
Drilled by:
Normen
Core Barrel Type:
PQ3
GWT (mbGL):
2.79
Core Diameter:
83mm
GWT (mMSL):
0.47
Grid: 36M UTM
Description & Remarks
TCR SCR RQD
(%) (%) (%)
FI
SPT
Blows/
150mm
N
Value
2373159.38
East (X-m):
516289.82
Level (m):
3.26
PLSI
(MPa)
B48-G
North (Y-m):
E
(MPa)
Sample
Type
& No
Scale
(m)
Rig Type:
UCS
(MPa)
Drilling Fluid:
Legend
Rotary Cored
Depth
(m)
Type of Boring:
Level
(m)
A.E- 18/06/21
FR
(%)
Logged by/date:
Coordinates
ACTS/KSA/Q-14728/21
Depth of Casing:
Datum: MSL
Fines
(%)
Project No:
02-06-21
Depth of
GWT (m)
Sheet 1 of 6
Date Started:
Sand
(%)
Project Name:
Borehole No: LBH-207
Borehole Depth: 53m
Gravel
(%)
BOREHOLE LOG
[0.0-16.0] Destructive Drilling was carried
out in the Fill
0.5
1.0
1.5
2.0
2.5
2.79 m
18/06/21
3.0
3.5
4.0
4.5
5.0
5.5
6.0
6.5
7.0
BOREHOLE LOG WITH LAB RESULTS JEDDAH ISLAMIC PORT.GPJ ACTS DATA TEMPLATE.GDT 8/30/21
7.5
8.0
8.5
9.0
9.5
Remarks:
Legend:
SPT: Standard Penetration Test
B : Bulk Disturbed Sample
TCR: Total Core Recovery
GWT: Ground W ater Table
UCS: Unconfined Compressive Strength
C
U : Undisturbed Sample
SCR: Solid Core Recovery
FI
E
NI : Non Intact Core
RQD: Rock Quality Designation
FR : Flush Return
: Core Sample
SPT(C) : SPT(Cone)
: Fracture Index
: Elastic Modulus
PLSI : Point Load Strength Index
Date Finished: 17-06-21
6m
ID Dia. of Casing:
127mm
Borehole Log Scale 1:50
Jeddah Islamic Port
Location: Jeddah
Client Name:
Saudi Archirodon Ltd.
Water
Checked by/date:
M.S- 21/06/21
Dia. of Boring:
122.6mm
Piezometer:
N/A
Drilled by:
Normen
Core Barrel Type:
PQ3
GWT (mbGL):
2.79
Core Diameter:
83mm
GWT (mMSL):
0.47
Grid: 36M UTM
Description & Remarks
TCR SCR RQD
(%) (%) (%)
FI
SPT
Blows/
150mm
N
Value
2373159.38
East (X-m):
516289.82
Level (m):
3.26
PLSI
(MPa)
B48-G
North (Y-m):
E
(MPa)
Sample
Type
& No
Scale
(m)
Rig Type:
UCS
(MPa)
Drilling Fluid:
Legend
Rotary Cored
Depth
(m)
Type of Boring:
Level
(m)
A.E- 18/06/21
FR
(%)
Logged by/date:
Coordinates
ACTS/KSA/Q-14728/21
Depth of Casing:
Datum: MSL
Fines
(%)
Project No:
02-06-21
Depth of
GWT (m)
Sheet 2 of 6
Date Started:
Sand
(%)
Project Name:
Borehole No: LBH-207
Borehole Depth: 53m
Gravel
(%)
BOREHOLE LOG
0.0
87.0
13.0
[0.0-16.0] Destructive Drilling was carried
out in the Fill (continued)
10.5
11.0
11.5
12.0
12.5
13.0
13.5
14.0
14.5
15.0
15.5
-12.74 16.00
16.0
[16-22] Reclaimed/Fill Materials: Medium
strong to strong, dark greenish brown to
dark brown, moderately to highly
weathered
Igneous
rock
(Granite,
Granodiorite, Basalt, etc...) fracture are
very close to close, interbedded with
medium dense, light brownish grey to dark
greenish grey, silty SAND (SM), medium to
coarse grained SAND
16.5
C-1
17.0
BOREHOLE LOG WITH LAB RESULTS JEDDAH ISLAMIC PORT.GPJ ACTS DATA TEMPLATE.GDT 8/30/21
17.5
SPT-2
8
14
14
28
[17.5m - 17.95m]:Medium dense, light
brownish grey to dark greenish grey, silty
SAND
SPT-3
4
6
8
14
[19m - 19.45m]:Medium dense, light
brownish grey to dark greenish grey, silty
SAND
18.9
18.0
18.5
19.0
19.5
Remarks:
Legend:
SPT: Standard Penetration Test
B : Bulk Disturbed Sample
TCR: Total Core Recovery
GWT: Ground W ater Table
UCS: Unconfined Compressive Strength
C
U : Undisturbed Sample
SCR: Solid Core Recovery
FI
E
NI : Non Intact Core
RQD: Rock Quality Designation
FR : Flush Return
: Core Sample
SPT(C) : SPT(Cone)
: Fracture Index
: Elastic Modulus
PLSI : Point Load Strength Index
Date Finished: 17-06-21
6m
ID Dia. of Casing:
127mm
Borehole Log Scale 1:50
Jeddah Islamic Port
Location: Jeddah
Client Name:
Saudi Archirodon Ltd.
Water
Checked by/date:
M.S- 21/06/21
Dia. of Boring:
122.6mm
Piezometer:
N/A
Drilled by:
Normen
Core Barrel Type:
PQ3
GWT (mbGL):
2.79
Core Diameter:
83mm
GWT (mMSL):
0.47
Grid: 36M UTM
Description & Remarks
TCR SCR RQD
(%) (%) (%)
20.5
SPT-4
FI
SPT
Blows/
150mm
8
10
14
N
Value
24
21.0
21.5
C-5
[16-22] Reclaimed/Fill Materials: Medium
strong to strong, dark greenish brown to
dark brown, moderately to highly
weathered
Igneous
rock
(Granite,
Granodiorite, Basalt, etc...) fracture are
very close to close, interbedded with
medium dense, light brownish grey to dark
greenish grey, silty SAND (SM), medium to
coarse grained SAND (continued)
[20.5m - 20.95m]:Medium dense, light
brownish grey to dark greenish grey, silty
SAND
2373159.38
East (X-m):
516289.82
Level (m):
3.26
PLSI
(MPa)
B48-G
North (Y-m):
E
(MPa)
Sample
Type
& No
Scale
(m)
Rig Type:
UCS
(MPa)
Drilling Fluid:
Legend
Rotary Cored
Depth
(m)
Type of Boring:
Level
(m)
A.E- 18/06/21
FR
(%)
Logged by/date:
Coordinates
ACTS/KSA/Q-14728/21
Depth of Casing:
Datum: MSL
Fines
(%)
Project No:
02-06-21
Depth of
GWT (m)
Sheet 3 of 6
Date Started:
Sand
(%)
Project Name:
Borehole No: LBH-207
Borehole Depth: 53m
Gravel
(%)
BOREHOLE LOG
83.2
-18.74 22.00
22.0
[22-37] Reclaimed/Fill Materials: Medium
strong to strong, dark greenish brown to
dark brown, highly weathered BOULDERS,
Cobbles, Pebbles & Gravels of igneous
origin (Granite, Granodiorite, Andesite,
Basalt, etc...), fracture are very close to
close
22.5
C-6
23.0
23.5
24.0
C-7
24.5
25.0
25.5
C-8
26.0
26.5
27.0
C-9
BOREHOLE LOG WITH LAB RESULTS JEDDAH ISLAMIC PORT.GPJ ACTS DATA TEMPLATE.GDT 8/30/21
27.5
28.0
28.5
C-10
29.0
29.5
Remarks:
Legend:
SPT: Standard Penetration Test
B : Bulk Disturbed Sample
TCR: Total Core Recovery
GWT: Ground W ater Table
UCS: Unconfined Compressive Strength
C
U : Undisturbed Sample
SCR: Solid Core Recovery
FI
E
NI : Non Intact Core
RQD: Rock Quality Designation
FR : Flush Return
: Core Sample
SPT(C) : SPT(Cone)
: Fracture Index
: Elastic Modulus
PLSI : Point Load Strength Index
Date Finished: 17-06-21
Depth of Casing:
6m
ID Dia. of Casing:
127mm
Borehole Log Scale 1:50
Jeddah Islamic Port
Location: Jeddah
Client Name:
Saudi Archirodon Ltd.
Checked by/date:
M.S- 21/06/21
Dia. of Boring:
122.6mm
Piezometer:
N/A
Drilled by:
Normen
Core Barrel Type:
PQ3
GWT (mbGL):
2.79
Core Diameter:
83mm
GWT (mMSL):
0.47
Grid: 36M UTM
Description & Remarks
TCR SCR RQD
(%) (%) (%)
FI
SPT
Blows/
150mm
N
Value
30.5
East (X-m):
516289.82
Level (m):
3.26
Datum: MSL
19.5
[22-37] Reclaimed/Fill Materials: Medium
strong to strong, dark greenish brown to
dark brown, highly weathered BOULDERS,
Cobbles, Pebbles & Gravels of igneous
origin (Granite, Granodiorite, Andesite,
Basalt, etc...), fracture are very close to
close (continued)
C-11
2373159.38
PLSI
(MPa)
B48-G
North (Y-m):
E
(MPa)
Sample
Type
& No
Scale
(m)
Rig Type:
UCS
(MPa)
Water
Legend
Drilling Fluid:
Depth
(m)
Rotary Cored
Level
(m)
Type of Boring:
FR
(%)
A.E- 18/06/21
Coordinates
ACTS/KSA/Q-14728/21
Logged by/date:
Fines
(%)
Project No:
02-06-21
Depth of
GWT (m)
Sheet 4 of 6
Date Started:
Sand
(%)
Project Name:
Borehole No: LBH-207
Borehole Depth: 53m
Gravel
(%)
BOREHOLE LOG
31.0
31.5
C-12
32.0
32.5
33.0
C-13
33.5
34.0
34.5
C-14
35.0
35.5
36.0
C-15
36.5
-33.74 37.00
37.0
SPT-16
8
16
18
34
SPT-17
8
14
16
30
[37-43.5] Weathered Oolitic Limestone:
Light greyish beige to beige, completely
weathered boulders, cobbles, pebbles,
gravels and rock fragments of coral
Limestone of calcareous origin with
presence of some voids, fossils and shells,
inter-bedded with dense to very dense,
light greenish beige to light beige, poorly
graded silty SAND with gravel, gravel are
fine to coarse of Oolitic Limestone
[37m - 37.45m]:Dense, light beige to
beige, silty SAND with gravel
[38.5m - 38.95m]:Medium dense to dense,
light beige to beige, silty SAND with gravel
BOREHOLE LOG WITH LAB RESULTS JEDDAH ISLAMIC PORT.GPJ ACTS DATA TEMPLATE.GDT 8/30/21
37.5
38.0
38.5
39.0
39.5
C-18
60
0
Remarks:
Legend:
SPT: Standard Penetration Test
B : Bulk Disturbed Sample
TCR: Total Core Recovery
GWT: Ground W ater Table
UCS: Unconfined Compressive Strength
C
U : Undisturbed Sample
SCR: Solid Core Recovery
FI
E
NI : Non Intact Core
RQD: Rock Quality Designation
FR : Flush Return
: Core Sample
SPT(C) : SPT(Cone)
: Fracture Index
: Elastic Modulus
PLSI : Point Load Strength Index
Date Finished: 17-06-21
Depth of Casing:
6m
ID Dia. of Casing:
127mm
Borehole Log Scale 1:50
Jeddah Islamic Port
Location: Jeddah
Client Name:
Saudi Archirodon Ltd.
Checked by/date:
M.S- 21/06/21
Dia. of Boring:
122.6mm
Piezometer:
N/A
Drilled by:
Normen
Core Barrel Type:
PQ3
GWT (mbGL):
2.79
Core Diameter:
83mm
GWT (mMSL):
0.47
Grid: 36M UTM
Description & Remarks
TCR SCR RQD
(%) (%) (%)
FI
SPT
Blows/
150mm
69
50/
2cm
SPT-19
N
Value
>50
40.5
C-20
23
5
0
41.0
41.5
16
22
26
SPT-21
48
2373159.38
East (X-m):
516289.82
Level (m):
3.26
PLSI
(MPa)
B48-G
North (Y-m):
E
(MPa)
Sample
Type
& No
Scale
(m)
Rig Type:
UCS
(MPa)
Water
Legend
Drilling Fluid:
Depth
(m)
Rotary Cored
Level
(m)
Type of Boring:
FR
(%)
A.E- 18/06/21
Coordinates
ACTS/KSA/Q-14728/21
Logged by/date:
Datum: MSL
Fines
(%)
Project No:
02-06-21
Depth of
GWT (m)
Sheet 5 of 6
Date Started:
Sand
(%)
Project Name:
Borehole No: LBH-207
Borehole Depth: 53m
Gravel
(%)
BOREHOLE LOG
1.0
26.0
73.0
[37-43.5] Weathered Oolitic Limestone:
Light greyish beige to beige, completely
weathered boulders, cobbles, pebbles,
gravels and rock fragments of coral
Limestone of calcareous origin with
presence of some voids, fossils and shells,
inter-bedded with dense to very dense,
light greenish beige to light beige, poorly
graded silty SAND with gravel, gravel are
fine to coarse of Oolitic Limestone
(continued)
[40m - 40.17m]:Very dense, light beige to
beige, silty SAND with gravel
[41.5m - 41.95m]:Dense, light beige to
beige, silty SAND with gravel
42.0
42.5
C-22
65
10
43.0
0
19
24
27
SPT-23
[43m - 43.45m]:Very dense, light greenish
beige to light beige, silty SAND with gravel
51
-40.24 43.50
43.5
44.0
C-24
25
0
44.5
6
8
9
SPT-25
17
[43.5-49.5] Weathered Oolitic Limestone:
Light greyish beige to smoky beige,
completely weathered boulders, cobbles,
pebbles, gravels and rock fragments of
coral Limestone of calcareous origin with
presence of some voids, fossils and shells,
inter-bedded with very stiff to hard, light
greenish beige to light beige, lean CLAY
with Sand (CL)
[44.5m - 44.95m]:Very stiff, light greenish
beige to light beige, lean CLAY with Sand
45.0
45.5
C-26
42
0
46.0
9
12
18
SPT-27
[46m - 46.45m]:Very stiff, light greenish
beige to light beige, lean CLAY with Sand
30
46.5
47.0
C-28
20
0
BOREHOLE LOG WITH LAB RESULTS JEDDAH ISLAMIC PORT.GPJ ACTS DATA TEMPLATE.GDT 8/30/21
47.5
SPT-29
8
12
14
26
[47.5m - 47.95m]:Very stiff, light greenish
beige to light beige, lean CLAY with Sand
SPT-30
8
16
19
35
[49m - 49.45m]:Hard, light beige to beige,
lean CLAY with Sand
48.0
48.5
49.0
-46.24 49.50
49.5
25
11
0
Remarks:
Legend:
SPT: Standard Penetration Test
B : Bulk Disturbed Sample
TCR: Total Core Recovery
GWT: Ground W ater Table
UCS: Unconfined Compressive Strength
C
U : Undisturbed Sample
SCR: Solid Core Recovery
FI
E
NI : Non Intact Core
RQD: Rock Quality Designation
FR : Flush Return
: Core Sample
SPT(C) : SPT(Cone)
: Fracture Index
: Elastic Modulus
PLSI : Point Load Strength Index
Date Finished: 17-06-21
Depth of Casing:
6m
ID Dia. of Casing:
127mm
Borehole Log Scale 1:50
Jeddah Islamic Port
Location: Jeddah
Client Name:
Saudi Archirodon Ltd.
Checked by/date:
M.S- 21/06/21
Dia. of Boring:
122.6mm
Piezometer:
N/A
Drilled by:
Normen
Core Barrel Type:
PQ3
GWT (mbGL):
2.79
Core Diameter:
83mm
GWT (mMSL):
0.47
Grid: 36M UTM
Description & Remarks
TCR SCR RQD
(%) (%) (%)
C-31
25
FI
SPT
Blows/
150mm
N
Value
11
0
50.5
10
16
21
SPT-32
37
51.0
51.5
C-33
40
14
0
52.0
13
18
26
SPT-34
2373159.38
East (X-m):
516289.82
Level (m):
3.26
Datum: MSL
PLSI
(MPa)
B48-G
North (Y-m):
E
(MPa)
Sample
Type
& No
Scale
(m)
Rig Type:
UCS
(MPa)
Water
Legend
Drilling Fluid:
Depth
(m)
Rotary Cored
Level
(m)
Type of Boring:
FR
(%)
A.E- 18/06/21
Coordinates
ACTS/KSA/Q-14728/21
Logged by/date:
Fines
(%)
Project No:
02-06-21
Depth of
GWT (m)
Sheet 6 of 6
Date Started:
Sand
(%)
Project Name:
Borehole No: LBH-207
Borehole Depth: 53m
Gravel
(%)
BOREHOLE LOG
[49.5-53] Weathered Oolitic Limestone:
Light greyish beige to beige, completely
weathered boulders, cobbles, pebbles,
gravels and rock fragments of coral
Limestone of calcareous origin with
presence of some voids, fossils and shells,
inter-bedded with light greenish grey to
light grey, poorly graded silty SAND with
gravel, gravel are fine to coarse of Oolitic
Limestone (continued)
[50.5m - 50.95m]:Dense, light beige to
beige, silty SAND with gravel,
[52m - 52.45m]:Dense, light beige to
beige, silty SAND with gravel,
44
0.8
52.5
C-35
60
44
44
0
-49.74 53.00
53.0
END OF BOREHOLE @ 53.0m
53.5
54.0
54.5
55.0
55.5
56.0
56.5
57.0
BOREHOLE LOG WITH LAB RESULTS JEDDAH ISLAMIC PORT.GPJ ACTS DATA TEMPLATE.GDT 8/30/21
57.5
58.0
58.5
59.0
59.5
Remarks:
Legend:
SPT: Standard Penetration Test
B : Bulk Disturbed Sample
TCR: Total Core Recovery
GWT: Ground W ater Table
UCS: Unconfined Compressive Strength
C
U : Undisturbed Sample
SCR: Solid Core Recovery
FI
E
NI : Non Intact Core
RQD: Rock Quality Designation
FR : Flush Return
: Core Sample
SPT(C) : SPT(Cone)
: Fracture Index
: Elastic Modulus
PLSI : Point Load Strength Index
Saudi Archirodon Ltd.
Geotechnical Factual Report
Jeddah Islamic Port – Jeddah South Container Terminal Upgrade
Appendix C: Core Box Photos
ACTS/KSA/Q‐14728/21/Rev.0*
LBH-101, BOX 1
Geotechnical Investigation for Jeddah Islamic Port
ACTS
Date : 06-07-2021
LBH-101
Box : 1 (0.00– 9.00m)
Depth : 47.95 m
M/S. ARCHIRODON
LBH-101, BOX 2
Geotechnical Investigation for Jeddah Islamic Port
ACTS
Date : 06-07-2021
LBH-101
Box : 2 (9.00 – 22.50m)
Depth : 47.95 m
M/S. ARCHIRODON
LBH-101, BOX 3
Geotechnical Investigation for Jeddah Islamic Port
ACTS
Date : 06-07-2021
LBH-101
Box : 3 (22.50 – 34.60m)
Depth : 47.95 m
M/S. ARCHIRODON
LBH-101, BOX 4
Geotechnical Investigation for Jeddah Islamic Port
ACTS
Date : 06-07-2021
LBH-101
Box : 4 (34.60– 44.00m)
Depth : 47.95 m
M/S. ARCHIRODON
LBH-101, BOX 5
Geotechnical Investigation for Jeddah Islamic Port
ACTS
Date : 06-07-2021
LBH-101
Box : 5 (44.00 – 47.95m)
Depth : 47.95 m
M/S. ARCHIRODON
LBH-102, BOX 1
Geotechnical Investigation for Jeddah Islamic Port
ACTS
Date : 15-06-2021
LBH-102
Box : 1 (0.00– 7.00m)
Depth : 73.00 m
M/S. ARCHIRODON
LBH-102, BOX 2
Geotechnical Investigation for Jeddah Islamic Port
ACTS
Date : 15-06-2021
LBH-102
Box : 2 (7.00– 13.00m)
Depth : 73.00 m
M/S. ARCHIRODON
LBH-102, BOX 3
Geotechnical Investigation for Jeddah Islamic Port
ACTS
Date : 15-06-2021
LBH-102
Box : 3 (13.00 – 18.00m)
Depth : 73.00 m
M/S. ARCHIRODON
LBH-102, BOX 4
Geotechnical Investigation for Jeddah Islamic Port
ACTS
Date : 15-06-2021
LBH-102
Box : 4 (18.00– 27.00m)
Depth : 73.00 m
M/S. ARCHIRODON
LBH-102, BOX 5
Geotechnical Investigation for Jeddah Islamic Port
ACTS
Date : 15-06-2021
LBH-102
Box : 5 (27.00 – 41.50m)
Depth : 73.00 m
M/S. ARCHIRODON
LBH-102, BOX 6
Geotechnical Investigation for Jeddah Islamic Port
ACTS
Date : 15-06-2021
LBH-102
Box : 6 (41.50 – 48.70m)
Depth : 73.00 m
M/S. ARCHIRODON
LBH-102, BOX 7
Geotechnical Investigation for Jeddah Islamic Port
ACTS
Date : 15-06-2021
LBH-102
Box : 7 (48.70 – 54.00m)
Depth : 73.00 m
M/S. ARCHIRODON
LBH-102, BOX 8
Geotechnical Investigation for Jeddah Islamic Port
ACTS
Date : 15-06-2021
LBH-102
Box : 8 (54.00 – 62.90m)
Depth : 73.00 m
M/S. ARCHIRODON
LBH-102, BOX 9
Geotechnical Investigation for Jeddah Islamic Port
ACTS
Date : 15-06-2021
LBH-102
Box : 9 (64.00– 73.00m)
Depth : 73.00 m
M/S. ARCHIRODON
LBH-103, BOX 1
Geotechnical Investigation for Jeddah Islamic Port
ACTS
Date : 13-07-2021
LBH-103
Box : 1 (0.00– 9.00m)
Depth : 48.00 m
M/S. ARCHIRODON
LBH-103, BOX 2
Geotechnical Investigation for Jeddah Islamic Port
ACTS
Date : 06-07-2021
LBH-103
Box : 2 (9.00 – 24.00m)
Depth : 48.00 m
M/S. ARCHIRODON
LBH-103, BOX 3
Geotechnical Investigation for Jeddah Islamic Port
ACTS
Date : 06-07-2021
LBH-103
Box : 3 (24.00 – 37.45m)
Depth : 48.00 m
M/S. ARCHIRODON
LBH-103, BOX 4
Geotechnical Investigation for Jeddah Islamic Port
ACTS
Date : 06-07-2021
LBH-103
Box : 4 (38.50– 48.00m)
Depth : 48.00 m
M/S. ARCHIRODON
LBH-104, BOX 1
Geotechnical Investigation for Jeddah Islamic Port
ACTS
Date : 27-07-2021
LBH-104
Box : 1 (0.00– 9.50m)
Depth : 48.00m
M/S. ARCHIRODON
LBH-104, BOX 2
Geotechnical Investigation for Jeddah Islamic Port
ACTS
Date : 27-07-2021
LBH-104
Box : 2 (9.50 – 15.00m)
Depth : 48.00m
M/S. ARCHIRODON
LBH-104, BOX 3
Geotechnical Investigation for Jeddah Islamic Port
ACTS
Date : 27-07-2021
LBH-104
Box : 3 (15.00 – 27.45m)
Depth : 48.00m
M/S. ARCHIRODON
LBH-104, BOX 4
Geotechnical Investigation for Jeddah Islamic Port
ACTS
Date : 27-07-2021
LBH-104
Box : 4 (27.45– 39.20m)
Depth : 48.00m
M/S. ARCHIRODON
LBH-104, BOX 5
Geotechnical Investigation for Jeddah Islamic Port
ACTS
Date : 27-07-2021
LBH-104
Box : 5 (39.20 – 43.70m)
Depth : 48.00m
M/S. ARCHIRODON
LBH-104, BOX 6
Geotechnical Investigation for Jeddah Islamic Port
ACTS
Date : 27-07-2021
LBH-104
Box : 6 (43.70 – 48.00 m)
Depth : 48.00m
M/S. ARCHIRODON
LBH-105, BOX 1
Geotechnical Investigation for Jeddah Islamic Port
ACTS
Date : 27-07-2021
LBH-105
Box : 1 (0.00– 9.45m)
Depth : 48.50 m
M/S. ARCHIRODON
LBH-105, BOX 2
Geotechnical Investigation for Jeddah Islamic Port
ACTS
Date : 27-07-2021
LBH-105
Box : 2 (9.45 – 18.00m)
Depth : 48.50 m
M/S. ARCHIRODON
LBH-105, BOX 3
Geotechnical Investigation for Jeddah Islamic Port
ACTS
Date : 27-07-2021
LBH-105
Box : 3 (18.00 – 30.00m)
Depth : 48.50 m
M/S. ARCHIRODON
LBH-105, BOX 4
Geotechnical Investigation for Jeddah Islamic Port
ACTS
Date : 27-07-2021
LBH-105
Box : 4 (30.00– 42.45m)
Depth : 48.50 m
M/S. ARCHIRODON
LBH-105, BOX 5
Geotechnical Investigation for Jeddah Islamic Port
ACTS
Date : 27-07-2021
LBH-105
Box : 5 (43.50 – 48.50m)
Depth : 48.50 m
M/S. ARCHIRODON
LBH-106, BOX 1
Geotechnical Investigation for Jeddah Islamic Port
ACTS
Date : 11-07-2021
LBH-106
Box : 1 (0.00– 7.95 m)
Depth : 48.50 m
M/S. ARCHIRODON
LBH-106, BOX 2
Geotechnical Investigation for Jeddah Islamic Port
ACTS
Date : 11-07-2021
LBH-106
Box : 2 (7.95 – 24.00m)
Depth : 48.50 m
M/S. ARCHIRODON
LBH-106, BOX 3
Geotechnical Investigation for Jeddah Islamic Port
ACTS
Date : 11-07-2021
LBH-106
Box : 3 (24.00 – 34.50m)
Depth : 48.50 m
M/S. ARCHIRODON
LBH-106, BOX 4
Geotechnical Investigation for Jeddah Islamic Port
ACTS
Date : 11-07-2021
LBH-106
Box : 4 (34.50– 48.50m)
Depth : 48.50 m
M/S. ARCHIRODON
LBH-107, BOX 1
Geotechnical Investigation for Jeddah Islamic Port
ACTS
Date : 28-06-2021
LBH-107
Box : 1 (0.00– 7.95m)
Depth : 48.00 m
M/S. ARCHIRODON
LBH-107, BOX 2
Geotechnical Investigation for Jeddah Islamic Port
ACTS
Date : 28-06-2021
LBH-107
Box : 2 (9.00 – 16.50m)
Depth : 48.00 m
M/S. ARCHIRODON
LBH-107, BOX 3
Geotechnical Investigation for Jeddah Islamic Port
ACTS
Date : 28-06-2021
LBH-107
Box : 3 (16.50 – 25.50m)
Depth : 48.00 m
M/S. ARCHIRODON
LBH-107, BOX 4
Geotechnical Investigation for Jeddah Islamic Port
ACTS
Date : 28-06-2021
LBH-107
Box : 4 (25.50– 40.95m)
Depth : 48.00 m
M/S. ARCHIRODON
LBH-107, BOX 5
Geotechnical Investigation for Jeddah Islamic Port
ACTS
Date : 28-06-2021
LBH-107
Box : 5 (42.00 – 48.00m)
Depth : 48.00 m
M/S. ARCHIRODON
LBH-108, BOX 1
Geotechnical Investigation for Jeddah Islamic Port
ACTS
Date : 02-06-2021
LBH-108
Box : 1 (0.00– 7.00m)
Depth : 48.00 m
M/S. ARCHIRODON
LBH-108, BOX 2
Geotechnical Investigation for Jeddah Islamic Port
ACTS
Date : 02-06-2021
LBH-108
Box : 2 (7.00 – 14.20m)
Depth : 48.00 m
M/S. ARCHIRODON
LBH-108, BOX 3
Geotechnical Investigation for Jeddah Islamic Port
ACTS
Date : 02-06-2021
LBH-108
Box : 3 (14.20 – 22.10m)
Depth : 48.00 m
M/S. ARCHIRODON
LBH-108, BOX 4
Geotechnical Investigation for Jeddah Islamic Port
ACTS
Date : 02-06-2021
LBH-108
Box : 4 (22.10– 31.00m)
Depth : 48.00 m
M/S. ARCHIRODON
LBH-108, BOX 5
Geotechnical Investigation for Jeddah Islamic Port
ACTS
Date : 02-06-2021
LBH-108
Box : 5 (31.00 – 35.40m)
Depth : 48.00 m
M/S. ARCHIRODON
LBH-108, BOX 6
Geotechnical Investigation for Jeddah Islamic Port
ACTS
Date : 02-06-2021
LBH-108
Box : 6 (35.40 – 45.80m)
Depth : 48.00 m
M/S. ARCHIRODON
LBH-108, BOX 7
Geotechnical Investigation for Jeddah Islamic Port
ACTS
Date : 02-06-2021
LBH-108
Box : 7 (45.80 – 48.00m)
Depth : 48.00 m
M/S. ARCHIRODON
LBH-109, BOX 1
Geotechnical Investigation for Jeddah Islamic Port
ACTS
Date : 25-07-2021
LBH-109
Box : 1 (0.00– 9.00 m)
Depth : 33.00 m
M/S. ARCHIRODON
LBH-109, BOX 2
Geotechnical Investigation for Jeddah Islamic Port
ACTS
Date : 25-07-2021
LBH-109
Box : 2 (9.00 – 21.45m)
Depth : 33.00 m
M/S. ARCHIRODON
LBH-109, BOX 3
Geotechnical Investigation for Jeddah Islamic Port
ACTS
Date : 25-07-2021
LBH-109
Box : 3 (22.50 – 33.00m)
Depth : 33.00 m
M/S. ARCHIRODON
LBH-201, BOX 1
Geotechnical Investigation for Jeddah Islamic Port
ACTS
Date : 30-05-2021
LBH-201
Box : 1 (15.00– 23.00m)
Depth : 48.00 m
M/S. ARCHIRODON
LBH-201, BOX 2
Geotechnical Investigation for Jeddah Islamic Port
ACTS
Date : 30-05-2021
LBH-201
Box : 2 (23.00 – 33.50m)
Depth : 48.00 m
M/S. ARCHIRODON
LBH-201, BOX 3
Geotechnical Investigation for Jeddah Islamic Port
ACTS
Date : 30-05-2021
LBH-201
Box : 3 (45.50 – 48.00m)
Depth : 48.00 m
M/S. ARCHIRODON
LBH-202, BOX 1
Geotechnical Investigation for Jeddah Islamic Port
ACTS
Date : 28-06-2021
LBH-202
Box : 1 (15.00– 20.00m)
Depth : 48.00 m
M/S. ARCHIRODON
LBH-202, BOX 2
Geotechnical Investigation for Jeddah Islamic Port
ACTS
Date : 28-06-2021
LBH-202
Box : 2 (20.00 – 29.00m)
Depth : 48.00 m
M/S. ARCHIRODON
LBH-202, BOX 3
Geotechnical Investigation for Jeddah Islamic Port
ACTS
Date : 28-06-2021
LBH-202
Box : 3 (29.00 – 42.50m)
Depth : 48.00 m
M/S. ARCHIRODON
LBH-202, BOX 4
Geotechnical Investigation for Jeddah Islamic Port
ACTS
Date : 28-06-2021
LBH-202
Box : 4 (42.50 – 48.00m)
Depth : 48.00 m
M/S. ARCHIRODON
LBH-203, BOX 1
Geotechnical Investigation for Jeddah Islamic Port
ACTS
Date : 28-07-2021
LBH-203
Box : 1 (16.00– 21.50m)
Depth : 53.00 m
M/S. ARCHIRODON
LBH-203, BOX 2
Geotechnical Investigation for Jeddah Islamic Port
ACTS
Date : 28-07-2021
LBH-203
Box : 2 (21.50 – 26.00m)
Depth : 53.00 m
M/S. ARCHIRODON
LBH-203, BOX 3
Geotechnical Investigation for Jeddah Islamic Port
ACTS
Date : 28-07-2021
LBH-203
Box : 3 (26.00 – 35.45m)
Depth : 53.00 m
M/S. ARCHIRODON
LBH-203, BOX 4
Geotechnical Investigation for Jeddah Islamic Port
ACTS
Date : 28-07-2021
LBH-203
Box : 4 (35.45– 49.20m)
Depth : 53.00 m
M/S. ARCHIRODON
LBH-203, BOX 5
Geotechnical Investigation for Jeddah Islamic Port
ACTS
Date : 28-07-2021
LBH-203
Box : 5 (49.20 – 53.00m)
Depth : 53.00 m
M/S. ARCHIRODON
LBH-204, BOX 1
Geotechnical Investigation for Jeddah Islamic Port
ACTS
Date : 08-07-2021
LBH-204
Box : 1 (16.00– 24.00m)
Depth : 53.00 m
M/S. ARCHIRODON
LBH-204, BOX 2
Geotechnical Investigation for Jeddah Islamic Port
ACTS
Date : 08-07-2021
LBH-204
Box : 2 (24.00 – 31.50m)
Depth : 53.00 m
M/S. ARCHIRODON
LBH-204, BOX 3
Geotechnical Investigation for Jeddah Islamic Port
ACTS
Date : 08-07-2021
LBH-204
Box : 3 (31.50 – 53.00m)
Depth : 53.00 m
M/S. ARCHIRODON
LBH-205, BOX 1
Geotechnical Investigation for Jeddah Islamic Port
ACTS
Date : 01-07-2021
LBH-205
Box : 1 (16.00 – 21.50m)
Depth : 78.00 m
M/S. ARCHIRODON
LBH-205, BOX 2
Geotechnical Investigation for Jeddah Islamic Port
ACTS
Date : 01-07-2021
LBH-205
Box : 2 (21.50 – 27.00m)
Depth : 78.00 m
M/S. ARCHIRODON
LBH-205, BOX 3
Geotechnical Investigation for Jeddah Islamic Port
ACTS
Date : 01-07-2021
LBH-205
Box : 3 (27.00 – 32.00m)
Depth : 78.00 m
M/S. ARCHIRODON
LBH-205, BOX 4
Geotechnical Investigation for Jeddah Islamic Port
ACTS
Date : 01-07-2021
LBH-205
Box : 4 (32.00– 39.95m)
Depth : 78.00 m
M/S. ARCHIRODON
LBH-205, BOX 5
Geotechnical Investigation for Jeddah Islamic Port
ACTS
Date : 01-07-2021
LBH-205
Box : 5 (39.50 – 54.50m)
Depth : 78.00 m
M/S. ARCHIRODON
LBH-205, BOX 6
Geotechnical Investigation for Jeddah Islamic Port
ACTS
Date : 01-07-2021
LBH-205
Box : 6 (54.50 – 59.00m)
Depth : 78.00 m
M/S. ARCHIRODON
LBH-205, BOX 7
Geotechnical Investigation for Jeddah Islamic Port
ACTS
Date : 01-07-2021
LBH-205
Box : 7 (59.00 – 66.95m)
Depth : 78.00 m
M/S. ARCHIRODON
LBH-205, BOX 8
Geotechnical Investigation for Jeddah Islamic Port
ACTS
Date : 01-07-2021
LBH-205
Box : 8 (68.00 – 78.00m)
Depth : 78.00 m
M/S. ARCHIRODON
LBH-206, BOX 1
Geotechnical Investigation for Jeddah Islamic Port
ACTS
Date : 25-06-2021
LBH-206
Box : 1 (16.30– 23.50m)
Depth : 53.00 m
M/S. ARCHIRODON
LBH-206, BOX 2
Geotechnical Investigation for Jeddah Islamic Port
ACTS
Date : 25-06-2021
LBH-206
Box : 2 (23.50 – 29.50m)
Depth : 53.00 m
M/S. ARCHIRODON
LBH-206, BOX 3
Geotechnical Investigation for Jeddah Islamic Port
ACTS
Date : 25-06-2021
LBH-206
Box : 3 (29.50 – 38.50m)
Depth : 53.00 m
M/S. ARCHIRODON
LBH-206, BOX 4
Geotechnical Investigation for Jeddah Islamic Port
ACTS
Date : 25-06-2021
LBH-206
Box : 4 (38.50 – 47.50m)
Depth : 53.00 m
M/S. ARCHIRODON
LBH-206, BOX 5
Geotechnical Investigation for Jeddah Islamic Port
ACTS
Date : 25-06-2021
LBH-206
Box : 5 (47.50 – 53.00m)
Depth : 53.00 m
M/S. ARCHIRODON
LBH-207, BOX 1
Geotechnical Investigation for Jeddah Islamic Port
ACTS
Date : 02-06-2021
LBH-207
Box : 1 (16.00– 22.50m)
Depth : 53.00 m
M/S. ARCHIRODON
LBH-207, BOX 2
Geotechnical Investigation for Jeddah Islamic Port
ACTS
Date : 02-06-2021
LBH-207
Box : 2 (22.50 – 26.00m)
Depth : 53.00 m
M/S. ARCHIRODON
LBH-207, BOX 3
Geotechnical Investigation for Jeddah Islamic Port
ACTS
Date : 02-06-2021
LBH-207
Box : 3 (26.00 – 30.20m)
Depth : 53.00 m
M/S. ARCHIRODON
LBH-207, BOX 4
Geotechnical Investigation for Jeddah Islamic Port
ACTS
Date : 02-06-2021
LBH-207
Box : 4 (30.20– 34.50m)
Depth : 53.00 m
M/S. ARCHIRODON
LBH-207, BOX 5
Geotechnical Investigation for Jeddah Islamic Port
ACTS
Date : 02-06-2021
LBH-207
Box : 5 (34.50 – 42.50m)
Depth : 53.00 m
M/S. ARCHIRODON
LBH-207, BOX 6
Geotechnical Investigation for Jeddah Islamic Port
ACTS
Date : 02-06-2021
LBH-207
Box : 6 (42.50 – 51.50m)
Depth : 53.00 m
M/S. ARCHIRODON
LBH-207, BOX 7
Geotechnical Investigation for Jeddah Islamic Port
ACTS
Date : 02-06-2021
LBH-207
Box : 7 (51.50 – 53.00m)
Depth : 53.00 m
M/S. ARCHIRODON
Saudi Archirodon Ltd.
Geotechnical Factual Report
Jeddah Islamic Port – Jeddah South Container Terminal Upgrade
Appendix D: Geological Cross Section
ACTS/KSA/Q‐14728/21/Rev.0*
fill materials
CLAY
Silty SAND
10
10
LBH-101
2.83
SPT
13
7
6
11
10
12
19
9
8
9
9
12
11
13
13
11
30
0
-10
-20
12
12
17
14
18
16
20
20
21
20
30
14
16
-30
-40
LBH-201
RQD
UCS
2.85
SPT
LBH-102
RQD
UCS
41
36
42
6
8
9
23
28
33
15
26
31
21
36
25
23
28
11
2.78
SPT
-50
-60
-70
-80
LBH-202
RQD
7
9
31
30
17
15
24
10
18
13
UCS
2.8
5.1
15
19
19
20
14
20
25
17
19
12
19
18
25
17
14
21
25
25
SPT
25.1
38
9
10
13
10
10
14
18
9
9
51
92
49
2.1
UCS
16
9
8
2.82
SPT
14
19
12
13
22
6
9
10
10
22
19
29
33
22
30
28
26
22
22
25
31
28
25
Oolitic LIMESTONE
LBH-103
LBH-109
RQD
RQD
UCS
2.94
SPT
RQD
UCS
6
9
14
13
12
5
11
12
14
13
35
40
26
19
15
17
30
37
32
33
31
33
SILT
0
No sample
-10
-20
-30
-40
PLAN VIEW
-50
23
8
15
11
11
16
20
19
23
17
22
18
20
16
Reduced Level, (m MSL)
FENCE (SPT+RQD+UCS) JEDDAH ISLAMIC PORT.GPJ DATA TEMPLETE FOR TESTING.GDT 8/30/21
LEGEND
LBH-202
LBH-103
-60
LBH-102
LBH-201
-70
LBH-101
LBH-109
-80
Distance along Baseline, (m)
Figure : LI THOLOGY SECTI ON
Client Name:
Saudi Archirodon Ltd.
Project Name:
Jeddah Islamic Port
Project No:
ACTS/KSA/Q-14728/21
Project Location:
Jeddah
Project Grid:
36M UTM
Datum:
MSL
fill materials
Oolitic LIMESTONE
Silty SAND
10
10
LBH-203
3.4
SPT
LBH-104
RQD 3.45
UCS
SPT
LBH-204
RQD
UCS
3.34
SPT
LBH-105
RQD 3.31
UCS
29
19
21
8
13
14
12
19
0
-10
-20
24
29
33
19
22
11
16
12
19
21
30
32
-30
-40
18
21
10
13
19
20
27.4
-70
-80
SPT
RQD
UCS
3.32
SPT
20.4
12
48
>50
24
28
10
17
13
17
26
42
36
42
39
40
31
30
39
34
30
30
28.2
16
>50
>50
12
12
15
12
18
16
-50
-60
UCS
3.2
16
17
14
15
17
22
28
29
10
23
LBH-106
LBH-205
RQD
15
13
14
13
11
7
7
16
17
36
12.7
SPT
Reduced Level, (m MSL)
FENCE (SPT+RQD+UCS) JEDDAH ISLAMIC PORT.GPJ DATA TEMPLETE FOR TESTING.GDT 8/30/21
LEGEND
20
0
11
26
SPT
14
12
13
12
13
11
12
13
LBH-107
RQD
UCS
3.26
SPT
11
7
10
10
8
5
6
7
8
36
>50
16
SPT
18
17
18
21
26
31
46
RQD
34
39
46
50
UCS
3.28
31.4
28
14
24
12
11
12
9
12
12
15
13
13
No sample
LBH-108
LBH-207
RQD 3.26
UCS
83.2
16
12
10
9
7
11
13
14
26
25
37
41
35
44
31
32
35
29
28
26
42
32
27
31
33
31
34
36
35
41
11
16
10
11
9
12
9
9
12
11
12
12
9
11
13
10
10
LBH-206
RQD 3.24
UCS
SPT
RQD
9
19
13
31
17
17
17
13
18
31
22
12
21
14
18
43
UCS
Silty gravelly SAND
0
Cavity
116.3
Marly Limestone
-10
CLAY
-20
18
24
28
-30
34
30
>50
48
51
17
30
26
35
37
44
25
21
20
18
18
24
10
17
63
-40
1.1
PLAN VIEW
44
-50
-60
0
0
-70
LBH-203
LBH-104
LBH-204
LBH-205
LBH-105
0
-80
Distance along Baseline, (m)
Figure : LI THOLOGY SECTI ON
Client Name:
Saudi Archirodon Ltd.
Project Name:
Jeddah Islamic Port
Project No:
ACTS/KSA/Q-14728/21
Project Location:
Jeddah
Project Grid:
36M UTM
Datum:
MSL
LBH-206
LBH-207
LBH-108
LBH-106
LBH-107
fill materials
CLAY
Silty SAND
10
10
LBH-109LBH-101LBH-102LBH-201LBH-103LBH-202LBH-203LBH-104LBH-204LBH-105LBH-205LBH-206LBH-106LBH-107LBH-207LBH-108
2.82
0
-10
-20
-30
-40
-50
-60
-70
-80
Reduced Level, (m MSL)
FENCE (SPT+RQD+UCS) JEDDAH ISLAMIC PORT.GPJ DATA TEMPLETE FOR TESTING.GDT 8/30/21
LEGEND
RQD
RQD SPT
UCS3.34
RQD SPT
UCS3.4
SPT 2.83
RQD SPT
UCS2.78
RQD SPT
UCS2.85
RQD SPT
UCS2.8
RQD SPT
UCS3.45
RQD SPT
UCS2.94
29
6
14
13
7
19
9
7
19
9
21
14
6
12
31
8
13
13
11
30
13
12
22
10
17
14
6
12
15
12
5
9
19
24
19
11
10
9
10
12
10
8
18
14
41
25.1
22
9
13
5.1
36
19
9
38
15
29
12
12.7
42
33
11
18
19
22
13
21
30
13
19
10
11
6
28
13
20
13
30
8
26
19
35
14
9
22
20
40
20
9
23
22
12
25
10
28
25
15
12
24
17
13
33
31
17
17
29
19
15
10
28
26
22
14
33
26
10
25
19
28
12
18
19
31
14
15
29
16
19
22
21
18
17
20
18
10
11
36
30
9
25
20
17
16
25
37
9
17
21
12
32
14
20
19
23
8
33
21
30
21
28
16
51
31
14
13
25
30
11
9
33
16
32
92
2.1
10
49
23
25
UCS3.31
SPT
RQD SPT
UCS3.2
RQD SPT
UCS3.24
RQD SPT
UCS3.26
RQD SPT
UCS3.26
RQD SPT
UCS3.28
RQD SPT
UCS RQD
RQD SPT
UCS3.32
15
13
14
13
11
7
7
16
17
36
27.4
>50
36
20.4
>50
16
12
48
16
17
14
24
28
17
26
42
36
42
39
40
31
30
39
34
30
30
23
8
15
11
11
16
20
19
23
17
22
18
20
16
28.2
16
>50
>50
12
12
15
12
18
16
20
0
11
26
14
26
25
37
41
35
44
31
32
35
29
28
26
42
32
27
31
33
31
34
36
35
41
18
17
18
21
26
31
46
34
39
46
50
11
16
10
11
9
12
9
9
12
11
12
12
9
11
13
10
10
11
7
10
10
8
5
6
7
8
31.4
9
19
13
31
17
17
17
13
18
31
22
12
21
83.2
14
28
14
24
11
13
14
12
13
12
13
11
12
13
12
11
12
9
12
12
15
13
13
SILT
0
No sample
116.3
Silty gravelly SAND
-10
Cavity
18
43
16
12
10
9
7
Oolitic LIMESTONE
UCS
-20
Marly Limestone
18
24
28
-30
34
30
>50
48
51
17
30
26
35
37
44
25
21
20
18
18
24
10
17
63
-40
1.1
PLAN VIEW
44
-50
-60
LBH-101
LBH-201
0
0
-70
0
LBH-102
LBH-202
LBH-109
LBH-103
LBH-203
LBH-205
LBH-204
LBH-105
LBH-104
-80
Distance along Baseline, (m)
Figure : LI THOLOGY SECTI ON
Client Name:
Saudi Archirodon Ltd.
Project Name:
Jeddah Islamic Port
Project No:
ACTS/KSA/Q-14728/21
Project Location:
Jeddah
Project Grid:
36M UTM
Datum:
MSL
LBH-207
LBH-108
LBH-206
LBH-107
LBH-106
Saudi Archirodon Ltd.
Geotechnical Factual Report
Jeddah Islamic Port – Jeddah South Container Terminal Upgrade
Appendix E: Rigs Calibration Certificates
ACTS/KSA/Q‐14728/21/Rev.0*
BRANCH OF rov SOD MIDDLE EAST
Al Muhammadiya District 1, Safiya Bint Abdul Muttalib Street
Villa No. 3582, Beside Pandati, Jeddah, Kingdom of Saudi Arabia.
Tel.: +966 12 622 4526 I Fax: +966 12 694 6212
Email:info.je@tuvsudme.com
Head Office: P.O Box: 45117, Abu Dhabi- U.A.E
•
Tel.: +971 2 6767 600 I Fax: +971 2 6762 224
'·
�
Email: ad.report@tuvsudme.com
®
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· .
Website: www.tuv-sud.ae
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Middle East
STICKER NO: JD-800281
Choose certainty
Add value.
TIMESHEETS:1015978
REGISTERED CERTIFICATE OF VISUAL INSPECTION AND FUNCTIONAL
TEST OF A DRILLING MACHINE
Name & Address of the Machine's Owner
Advanced Construction Technology Services (ACTS), KSA
Name & Address of the Maker of the Machine
Date of manufacture
Mobile Drill Intl.
2012
Type & Source of Power
Place of survey
Diesel/ Hydraulic Crawler Drilling Machine
Engine Serial No.
85 EN 16228-1:2014
Model No.
B-48
Jeddah
Serial No.
08857365
Owner ID
2012005
Machine specification:
Engine:
Mast height:
Working hours:
Relevant standard
B48-G
Deutz - 0914L05
6m
24238.3 h
Defects noted and alterations or repairs required before the Machine is put into service (if none enter 'NONE')
NONE
NEXT TEST DUE ON:
04 Oct. 2021
" validity of the certificate 12 months "
The certificate 1s issued subJect to the condition that 1t 1s understood and agreed that nothing in this report shall be deemed to relieve any designer, manufacturer. seller,
supplier, repairer or operator of any warranty, expressed or implied, and TUV SUD Middle East, LLC shall be limited to the acts or omissions of its employees, agents
and subcontractors. Under no circumstances whatsoever shall TUV SOD Middle East, LLC be liable for any injury or damage to any person, or occurring by reason of
negligent operation or any defect 1n materials, machinery, equipment or other items other than such defects ascertainable by normally accepted testing standards and
only those items inspected by TUV SOD Middle East, LLC and which are covered by this certificate
Page 1 of 2
DOC.NO.QF/DC-RMC-02 (REVO)
Saudi Archirodon Ltd.
Geotechnical Factual Report
Jeddah Islamic Port – Jeddah South Container Terminal Upgrade
Appendix F: Laboratory Test Results
ACTS/KSA/Q‐14728/21/Rev.0*
Project Name
Jeddah Islamic Port – Jeddah South Container Terminal
Upgrade
Calc. Ref.#
QJ-14728
Saudi Archirodon Ltd.
Soil Summary Lab Tests
Rev.
Project No.
Client
Calculation:
GEO/GFR/Soil_Lab_Rev.00
00
OBG
OBG
26-Aug-21
Made by:
Checked:
Date:
Location No. (Sample No.)
Sieve Analysis
Moisture Content (%)
Atterberg Limits
Soil Classification
ASTM D 2487
Specific Gravity
Gravel (%)
Sand (%)
Fines (%)
LL (%)
PL (%)
PI (%)
LBH-101 (3.00-3.75)
28.0
0
96
3.5
NP
NP
NP
SW
Well-Graded Sand
LBH-101 (34.60-35.50)
21.0
16
24
60
52
25
27
CH
Sandy Fat Clay with Gravel
LBH-102 (55.50-56.00)
9.0
0
9
91
54
25
29
CH
Fat Clay
LBH-103 (13.50-14.00)
16.0
9
76
15
NP
LBH-103 (46.00-46.50)
29.0
0
8
92
NP
NP
NP
SM
Silty Sand
NP
NP
ML
Silt
LBH-104 (3.00-3.75)
10.0
44
52
4.3
NP
NP
NP
SW
Well graded Sand with Gravel
LBH-104 (31.50-32.00)
19.0
48
42
10
NP
NP
NP
GW-GM
Well graded Gravel with Silt and Sand
LBH-105 (9.00-9.45)
25.0
1
87
12
NP
NP
NP
SP-SM
Poorly Graded Sand with Silt
LBH-105 (22.50-23.00)
16.0
1
81
18
NP
NP
NP
SM
Silty Sand
LBH-106 (2.25-2.70)
12.0
22
65
13
NP
NP
NP
2.689
SM
Silty Sand with Gravel
LBH-106 (22.50-23.00)
17.0
5
72
23
NP
NP
NP
2.638
SM
Silty Sand
LBH-106 (42.00-42.50)
22.0
1
83
16
NP
NP
NP
SM
Silty Sand
LBH-107 (33.00-33.50)
7
4
83
13
NP
NP
NP
2.729
SM
Silty Sand
LBH-107 (46.50-47.00)
21
0
85
15
NP
NP
NP
2.705
SM
Silty Sand
LBH-108 (0.50-1.00)
10
39
43
18
NP
NP
NP
-
-
LBH-109 (4.50-4.95)
22
27
67
5.8
NP
NP
NP
SP-SM
Poorly Graded Sand with Silt and Gravel
LBH-109 (18.00-18.50)
24
8
23
69
30
21
9
CL
Sandy Lean Clay
LBH-201 (15.00-15.45)
10
29
54
17
NP
NP
NP
SM
Silty Sand with Gravel
LBH-201 (19.50-20.50)
18
12
83
5.2
NP
NP
NP
SP-SM
Poorly Graded Sand with Silt
LBH-202 (29.00-30.50)
23
0
94
6.4
NP
NP
NP
LBH-202 (47.00-47.50)
23
4
89
6.9
NP
NP
NP
LBH-203 (39.50-40.00)
21
19
63
18
NP
NP
NP
LBH-204 (48.50-50.00)
17
1
86
13
NP
NP
NP
LBH-205 (45.50-46.00)
22
0
88
12
NP
NP
NP
LBH-205 (59.00-59.50)
19
0
2
98
50
27
LBH-206 (20.50-21.50)
0
100
0
0.1
-
LBH-206 (45.00-45.50)
26
10
5
85
LBH-207 (17.50-19.00)
27
0
87
LBH-207 (46.60-48.00)
20
1
26
Total Tests
29
29
2.725
2.707
SW-SM
Well Graded Sand with Silt
SP-SM
Poorly Graded Sand with Silt
SM
Silty Sand with Gravel
2.742
SM
Silty Sand
2.691
SP-SM
Poorly Graded Sand with Silt
23
CH
Fat Clay
-
-
-
-
55
27
28
2.746
CH
Fat Clay with Gravel
13
NP
NP
NP
2.742
SM
Silty Sand
73
47
27
20
CL
Lean Clay with Sand
29
2.729
12
29
Jeddah Islamic Port – Jeddah
South Container Terminal
QJ-14728
Upgrade
Saudi Archirodon Ltd.
Soil Summary Lab Tests
Project Name
Project No.
Client
Calculation:
Calc. Ref.#
GEO/GFR/Soil_Lab_Rev.02
Rev.
00
Made by:
Checked:
Date:
OBG
OBG
26-Aug-21
pH in distilled water
Chloride (Cl)
Sulphate (SO3)
%
%
Soil
0.007
0.076
8.8
Soil
0.03
0.003
8
LBH-103 (1.50-2.00)
Soil
0.01
0.016
8.8
LBH-104 (7.50-7.95)
Soil
0.03
0.010
9.1
Location No. (Sample No.)
Sample Type
LBH-101 (3.00-3.75)
LBH-102 (1.50-2.00)
Carbonate
%
LBH-105(2.25-2.70)
Soil
0.01
0.030
9.2
LBH-106 (6.00-6.50)
Soil
0.03
0.076
9.8
LBH-107 (3.75-4.20)
LBH-108 (2.25-2.70)
LBH-108 (16.50-16.95)
LBH-109 (25.50-26.00)
LBH-201 (16.95-17.50)
LBH-203 (33.50-34.00)
LBH-204 (29.00-29.50)
LBH-206 (50.50-51.00)
LBH-207 (17.20-17.50)
Soil
0.03
0.08
8.2
Soil
0.027
0.007
8.4
7
Soil
0.028
0.007
8.1
15.5
Soil
0.03
0.08
9.1
37
Soil
0.004
0.009
9.7
22.9
Soil
0.03
0.08
8.8
Soil
0.03
0.08
9.4
Soil
0.02
0.048
7.5
Soil
0.003
0.007
9.9
2.1
15
15
15
5
Total Tests
Project Name
Project No.
Client
Calculation:
Jeddah Islamic Port –
Jeddah South Container
QJ-14728
Terminal
Upgrade
Saudi Archirodon Ltd.
Soil Summary Lab Tests
Calc. Ref.#
GEO/GFR/Soil_Lab_Rev.02
00
OBG
OBG
26-Aug-21
Rev.
Made by:
Checked:
Date:
Point Load Test
BH No.
LBH-101
LBH-102
LBH-102
LBH-102
LBH-102
LBH-103
LBH-104
LBH-104
LBH-105
LBH-106
LBH-107
LBH-108
LBH-108
LBH-108
LBH-108
LBH-109
LBH-201
LBH-201
LBH-201
LBH-202
LBH-202
LBH-202
LBH-203
LBH-203
LBH-203
LBH-204
LBH-204
LBH-205
LBH-205
LBH-205
LBH-205
LBH-206
LBH-206
LBH-207
LBH-207
LBH-207
LBH-207
Total Tests
Specimen Top
Depth (mbEGL)
29.40-29.50
16.00-16.40
26.00-26.20
30.00-30.30
48.50-48.70
6.00-6.20
34.40-34.50
42.60-42.70
34.30-34.50
34.5-35.0
0.00-0.75
12.50-13.00
13.00-13.50
25.35-25.50
46.50-46.85
32.90-33.00
16.95-17.50
30.20-30.50
47.00-48.00
15.00-15.40
16.80-17.00
40.80-41.00
17.00-17.10
19.70-20.00
51.00-51.20
18.00-18.50
22.50-23.00
17.00-17.50
27.50-27.70
29.00-29.45
36.40-36.50
18.00-18.30
29.20-29.40
17.20-17.50
21.70-22.00
30.00-30.30
52.80-53.00
UCS,
MPa
Is(50),
4.75
19.47
0.79
0.30
0.40
2.50
0.10
4.50
0.10
0.10
0.10
0.30
9.50
0.20
0.10
0.10
4.80
1.40
1.50
0.20
0.80
4.20
0.20
0.10
7.10
0.10
0.10
0.10
0.10
0.10
0.10
0.10
0.30
3.40
1.20
0.10
0.10
0.20
0.20
3.80
26
37
5.10
1.16
2.12
2.10
18.97
1.50
1.56
3.21
1.83
31.40
116.30
20.39
1.66
1.10
0.85
4.36
3.62
2.32
25.10
10.80
2.20
11.97
12.70
1.25
27.40
16.63
20.40
19.18
28.20
5.34
0.53
12.04
18.91
83.20
11
Water Content, %
MPa
ACTS Serial No.:
2047185
Reporting Date:
28-Jul-21
TEST REPORT
Laboratory Determination of Water (Moisture) Content of Soil and Rock by Mass
ASTM D2216 − 19
Jeddah South Container Terminal Upgrade
Saudi Archirodon Ltd.
ACTS GEOTECHNICAL
ACTS Jeddah Main Branch
Project:
Contractor:
Consultant:
Customer:
Tested at:
TWO No.:
ACTS-2141412
Drill Hole/Bore Hole Number:
-
Customer Reference:
-
Sampling Method Used:
-
IR / WIR / RFI / Number:
-
Test Method Used:
Method A (1%)
ACTS Reference:
JUL2125250117
Mention if Test Specimen contains more
than one material type (layered, etc.):
-
Sampling Date:
17-Jul-21
Mention if Any Material (size and amount)
was excluded from the Test Specimen:
-
Testing Date:
Sample Located by:
Drying Temperature if different from 110±
5°C., °C:
-
Sample Collected / Extracted by:
24-Jul-21
ACTS
Sample Type:
Soil
Source of Sample:
-
Sample Location, Identification and other
required information:
LBH-101 - S1 (3.00-3.75)
Name or Initial of Person(s) who
performed the test:
Methodology used for significant digits and
rounding off numbers:
Mcms, Mass of Container and Moist Specimen,
g
1059.1
Mcds, Mass of Container and Oven Dry
Specimen, g
890.0
Mc, Mass of Container, g
278.2
Mw, Mass of Water, g
169.1
Ms, Mass of Oven Dry Specimen, g
611.8
w, Water Content, %
28.0
-
-
Remark(s):
The sample will be disposed after one week of this report date unless the client requests for extension of storage or retrieval.
This document shall not be reproduced except in full, without written approval of ACTS company.
The above results relate only to the sample(s) tested and should not be used for advertisement purposes.
Prepared By
Reviewed By
Approved By
Norjehan Batua
Data Encoder
Mohammed Tokhi
Materials Engineer
M. Johor
Area Manager
ACTS Serial No:
2047186
Reporting Date:
28-Jul-21
page 1 of 2
STANDARD PRACTICE REPORT
Classification of Soils and Soil-Aggregate Mixtures for Engineering Purposes
(Unified Soil Classification System) and Highway Construction Purposes
ASTM D2487-11 and ASTM D3282-15
Jeddah South Container Terminal Upgrade
Saudi Archirodon Ltd.
ACTS GEOTECHNICAL
ACTS Jeddah Main Branch
ACTS-2141412
TWO No.:
Task Order No.
17-Jul-21
Sample Received on :
25-Jul-21
Sample Tested on :
Soil
Sample Type :
ACTS
Sampled by :
PROJECT:
CONTRACTOR:
CONSULTANT:
CUSTOMER:
TESTED AT:
IR / WIR / RFI No.:
-
ACTS Reference:
JUL2125250118
Sample Location, Identification,
Description:
LBH-101 - S1 (3.00-3.75)
Presence of Cobbles or/and Boulders:
Standard Test Methods
Used
-
ASTM D1140-17
ASTM D2216-10, Method A
ASTM D4318-17
ASTM D6913
-
611.8
Mass of the Tested Sample
Source/Supplier:
Project Specification:
g
Sieve No.
Sieve Opening,
mm
Retained Mass Retained Mass
(g)
(%)
6 in.
4 in.
3 in.
2 1/2 in.
2 in.
1 1/2 in.
1 in.
3/4 in.
1/2 in.
3/8 in.
No. 4
No. 8
No. 10
No. 16
No. 20
No. 30
No. 40
No. 50
No. 60
No 100
No. 140
No. 200
Pan
150.0
100.0
75.0
63.0
50.0
37.5
25.0
19.00
12.50
9.50
4.75
2.36
2.000
1.180
0.850
0.600
0.425
0.300
0.250
0.150
0.106
0.075
-
0.0
0.0
1.1
79.9
193.2
129.2
90.9
81.9
13.9
21.7
MC
Gravel
Sand
Fine
28%
0%
96%
3.5%
0
0
0.2
13.1
31.6
21.1
14.9
13.4
2.3
3.5
Cumulative
Retained (%)
Percent passing
(%)
0
0
0
13
45
66
81
94
96.5
100.0
100
100
100
87
55
34
19
6
3.5
0.0
-
Compliance
Remarks
Minimum
Maximum
-
-
Passing %
Percent Passing
100
90
80
70
60
50
40
30
20
10
0
1.00E-02
D60
D30
D10
Minimum Limit
Maximum Limit
Sieve No. 30
-
Sieve No. 40
1.00E-01
1.00E+00 Sieve Size (mm)
1.00E+01
1.00E+02
Prepared By
Reviewed By
Approved By
Norjehan Batua
Data Encoder
Mohammed Tokhi
Materials Engineer
M. Johor
Area Manager
-
ACTS Serial No:
2047186
Date:
28-Jul-21
page 2 of 2
STANDARD PRACTICE REPORT
Classification of Soils and Soil-Aggregate Mixtures for Engineering Purposes
(Unified Soil Classification System) and Highway Construction Purposes
ASTM D2487-11 and ASTM D3282-15
Jeddah South Container Terminal Upgrade
Saudi Archirodon Ltd.
ACTS GEOTECHNICAL
ACTS Jeddah Main Branch
PROJECT:
CONTRACTOR:
CONSULTANT:
CUSTOMER:
TESTED AT:
ADDITIONAL INFORMATION
ASTM D2216-10
ASTM D422 - (2007) e2
Methodology used to specify how data are recorded:
Description of Sand and Gravel Particles, Hardness
-
Specific Gravity if Unusually high or low:
-
Description of Sand and Gravel Particles, Shape
Method Used
Method A (1%)
More than one Material Type, if any.
-
Drying Temperature if different from 110±5°C
Material (size and amount) was excluded
from the test specimen.
ASTM D1140-17
Mass Less than the minimum indicated, if any:
-
ASTM C117 - 17
Date of Test:
-
Name of technician performing the test:
-
Date of Test:
-
Method Used:
Method A - Soaked in Water
Method of Procedure Used
-
Length of Time the specimen was soaked, mins
-
-
-
Sieve
Gravel
0%
% Passing
% Fraction
Passing
D60, mm
0.972
Cu
7.04
Cc
1.01
Sand
Fine
# 40
-
-
D30, mm
0.369
96%
3.5%
# 30
-
-
D10, mm
0.138
ASTM
D4318-17
LL
1st Test
PL
N.P.
N.P.
PI
ASTM
D4318-17
LL
PL
PI
N.P.
2nd Test, Oven Dried
for Organic
-
-
-
CL-ML, Lower Limit
CL-ML, Upper Limit
PI-LL Limit
A-LINE
LL-50
U-LINE
Point PI-LL
Soil Classification :
ASTM D 2487
Well-Graded Sand(SW)
ASTM D 3282
(AASHTO M145-3)
A-1-b(0)
Stone Fragments,Gravel and Sand
Remark(s):
The sample will be disposed after one week of this report date unless the client requests for extension of storage or retrieval.
This document shall not be reproduced except in full, without written approval of ACTS company.
The above results relate only to the sample(s) tested and should not be used for advertisement purposes.
Prepared By
Reviewed By
Approved By
Norjehan Batua
Data Encoder
Mohammed Tokhi
Materials Engineer
M. Johor
Area Manager
ACTS Serial No.
Reporting Date
2047187
28-Jul-21
TEST REPORT
LIQUID LIMIT, PLASTIC LIMIT & PLASTICITY INDEX OF SOILS
ASTM D4318-17
PROJECT :
Jeddah South Container Terminal Upgrade
CONTRACTOR :
Saudi Archirodon Ltd.
CONSULTANT:
-
CUSTOMER:
ACTS GEOTECHNICAL
TESTED AT:
ACTS Jeddah Main Branch
T.W.O No:
ACTS-2141412
Customer Reference:
-
ACTS Reference:
JUL2125250119
IR / WIR / RFI Number:
-
Sampling Date:
Special Specimen Selection
Process Used(if any):
Method of removing particles larger than the 425-μm (No. 40) sieve:
Specimen Preparation Used:
Wet
Drying Method Used (During Preparation of
Specimen):
Exposing to warm air currents
17-Jul-21
Testing Date:
Description of
Sample
25-Jul-21
Approximate Max
Grain Size, mm:
9.5
Est. Sample Retained on
425µm, %:
66
As received Water
Content, %:
Methodology used to specify how data are
recorded on the test data:
28
Sample Type:
Soil
Sample Located by:
Customer
Sample Collected / Extracted by:
ACTS
Type of Soil (according to specification):
-
Name of Supplier / Source:
-
Reference / Specification:
-
Boring Number and Depth:
LBH-101 (3.00-3.75)
-
Name or Initials of the person(s)who
prepared and tested the samples:
-
Sampling Method Used:
Sample Location, Description, Ident. and
other required info. :
LBH-101 - S1
Test
ASTM D6026
-
Liquid Limit Method A (Multipoint Method)
Plastic Limit
Mechanical Liquid Limit Device
Metal Grooving Tool
Hand Rolled(Plastic Limit Rolling Procedure 1)
Testing Equipment Used
No. of blows, N
-
-
-
---
---
---
Container Ref.
1
2
3
-
A
B
(A) Mass of Container (g)
-
-
-
-
-
-
(B) Mass of wet soil + Container (g)
-
-
-
-
-
-
(C) Mass of dry soil + Container (g)
-
-
-
-
-
-
Moisture content %
-
-
-
-
-
-
Plastic (PL) =
Limits
Liquid (LL) =
NP
Plasticity Index (PI)
PI = (LL - PL) =
NP
NP
Liquid Limit Chart
1.0
Requirements /
Limits
Remarks
LL
NP
-
-
PL
NP
-
-
PI
NP
-
-
0.9
Moisture Content
Test Result
0.8
0.7
0.6
NONPLASTIC
0.5
0.4
0.3
0.2
0.1
0.0
10
25
No. of Blows/Drops, N
The sample will be disposed after one week of this report date unless the client requests for extension of storage or retrieval.
This document shall not be reproduced except in full, without written approval of ACTS company.
The above results relate only to the sample(s) tested and should not be used for advertisement purposes.
Prepared By
Reviewed By
Approved By
Norjehan Batua
Data Encoder
Mohammed Tokhi
Materials Engineer
M. Johor
Area Manager
100
Serial No.
Date:
Page:
2047188
28-Jul-2021
1 of 1
TEST REPORT
CHEMICAL ANALYSIS OF SOIL
PROJECT :
Jeddah South Container Terminal Upgrade
CONTRACTOR :
Saudi Archirodon Ltd.
ENGINEER :
-
CUSTOMER :
TESTED AT :
ACTS GEOTECHNICAL
TWO No. :
ACTS-2141412
ACTS Ref. :
JUL2125250120
Sampled By:
ACTS
Sample Reference :
LBH-101 - S2
Sample Depth :
4.50-5.00
Sample Type :
Soil
Sample Received on :
17-Jul-2021
Sample Tested on :
26-Jul-2021
Advanced Construction Technology Services, Jeddah, KSA
Test
Test Method
Result
Units
Chloride (Cl)
BS 1377-3
0.007
%
Sulfate (SO3)
BS 1377-3
0.076
%
pH 0.01 M CaCL2
ASTM D4972
8.4
-
pH distilled water
ASTM D4972
8.8
-
Carbonate content
-
-
-
Prepared By
Checked By
Approved By
Norjehan Batua
Data Encoder
Mohammed Tokhi
Materials Engineer
M.Johor
Area Manager
Serial No.
Date:
Page :
4-Jan-7505
28-Jul-2021
1 of 1
TEST REPORT
POINT LOAD STRENGTH INDEX OF ROCK
(A.S.T.M. D 5731)
PROJECT :
Jeddah South Container Terminal Upgrade
CONTRACTOR :
Saudi Archirodon Ltd.
ENGINEER :
CUSTOMER :
ACTS GEOTECHNICAL
TESTED AT :
ACTS Jeddah Main Branch
TWO No :
Sample Received on :
Sample Type :
Sampled by :
Device used :
Sample moisture condition :
Sample Location :
Sample Tested on :
ACTS-2141412
17/Jul/2021
Rock
ACTS
Matest Digital Point load Tester ,Model # A125
As Received
LBH-101 - S3 (29.40-29.50)
20/Jul/2021
Sample Ref.
LBH-101 - S3
-
-
-
-
Axial
-
-
-
-
Sample Moisture Content (%)
0.3
-
-
-
-
Sample width, W (mm)
Test type
63.0
-
-
-
-
Platen separation, D (mm)
40.0
-
-
-
-
Length/Diameter Ratio
0.635
-
-
-
-
3208.6
-
-
-
-
2
2
De (mm )
Equivalent diameter De,
56.6
-
-
-
-
14400.0
-
-
-
-
Uncorrected Point load index, Is (MPa)
4.49
-
-
-
-
Estimated uniaxial comp. strength, MPa
94.25
-
-
-
-
Size correction factor,F
1.058
-
-
-
-
Corrected point load index, Is(50) (MPa)
4.75
-
-
-
-
Failure load, P (N)
4.75
Average Corrected Point Load Index , Is(50) , MPa
Very High
Strength Classification
PREPARED BY
CHECKED BY
APPROVED BY
Norjehan Batua
Data Encoder
Mohammed Tokhi
Materials Engineer
M.Johor
Area Manager
ACTS Serial No.:
2047190
Reporting Date:
28-Jul-21
TEST REPORT
Laboratory Determination of Water (Moisture) Content of Soil and Rock by Mass
ASTM D2216 − 19
Jeddah South Container Terminal Upgrade
Saudi Archirodon Ltd.
ACTS GEOTECHNICAL
ACTS Jeddah Main Branch
Project:
Contractor:
Consultant:
Customer:
Tested at:
TWO No.:
ACTS-2141412
Drill Hole/Bore Hole Number:
-
Customer Reference:
-
Sampling Method Used:
-
IR / WIR / RFI / Number:
-
Test Method Used:
Method A (1%)
ACTS Reference:
JUL2125250122
Mention if Test Specimen contains more
than one material type (layered, etc.):
-
Sampling Date:
17-Jul-21
Mention if Any Material (size and amount)
was excluded from the Test Specimen:
-
Testing Date:
Sample Located by:
Drying Temperature if different from 110±
5°C., °C:
-
Sample Collected / Extracted by:
24-Jul-21
ACTS
Sample Type:
Soil
Source of Sample:
-
Sample Location, Identification and other
required information:
LBH-101 - S4 (34.60-35.50)
Name or Initial of Person(s) who
performed the test:
Methodology used for significant digits and
rounding off numbers:
Mcms, Mass of Container and Moist Specimen,
g
899.3
Mcds, Mass of Container and Oven Dry
Specimen, g
774.4
Mc, Mass of Container, g
191.8
Mw, Mass of Water, g
124.9
Ms, Mass of Oven Dry Specimen, g
582.6
w, Water Content, %
21.0
-
-
Remark(s):
The sample will be disposed after one week of this report date unless the client requests for extension of storage or retrieval.
This document shall not be reproduced except in full, without written approval of ACTS company.
The above results relate only to the sample(s) tested and should not be used for advertisement purposes.
Prepared By
Reviewed By
Approved By
Norjehan Batua
Data Encoder
Mohammed Tokhi
Materials Engineer
M. Johor
Area Manager
ACTS Serial No:
2047191
Reporting Date:
28-Jul-21
page 1 of 2
STANDARD PRACTICE REPORT
Classification of Soils and Soil-Aggregate Mixtures for Engineering Purposes
(Unified Soil Classification System) and Highway Construction Purposes
ASTM D2487-11 and ASTM D3282-15
Jeddah South Container Terminal Upgrade
Saudi Archirodon Ltd.
ACTS GEOTECHNICAL
ACTS Jeddah Main Branch
ACTS-2141412
TWO No.:
Task Order No.
17-Jul-21
Sample Received on :
25-Jul-21
Sample Tested on :
Soil
Sample Type :
ACTS
Sampled by :
PROJECT:
CONTRACTOR:
CONSULTANT:
CUSTOMER:
TESTED AT:
IR / WIR / RFI No.:
-
ACTS Reference:
JUL2125250123
Sample Location, Identification,
Description:
LBH-101 - S4 (34.60-35.50)
Presence of Cobbles or/and Boulders:
Standard Test Methods
Used
-
ASTM D1140-17
ASTM D2216-10, Method A
ASTM D4318-17
ASTM D6913
-
582.6
Mass of the Tested Sample
Source/Supplier:
Project Specification:
g
Sieve No.
Sieve Opening,
mm
Retained Mass Retained Mass
(g)
(%)
6 in.
4 in.
3 in.
2 1/2 in.
2 in.
1 1/2 in.
1 in.
3/4 in.
1/2 in.
3/8 in.
No. 4
No. 8
No. 10
No. 16
No. 20
No. 30
No. 40
No. 50
No. 60
No 100
No. 140
No. 200
Pan
150.0
100.0
75.0
63.0
50.0
37.5
25.0
19.00
12.50
9.50
4.75
2.36
2.000
1.180
0.850
0.600
0.425
0.300
0.250
0.150
0.106
0.075
-
0.0
0.0
68.6
26.3
31.7
31.1
23.6
17.0
25.3
8.9
350.1
0
0
12
4.5
5.4
5.3
4.1
2.9
4.3
1.5
60.1
MC
Gravel
Sand
Fine
21%
16%
24%
60%
Cumulative
Retained (%)
Percent passing
(%)
0
0
12
16
22
27
31
34
38
40
100.0
100
100
88
84
78
73
69
66
62
60
0.0
-
Compliance
Remarks
Minimum
Maximum
-
-
Passing %
Percent Passing
100
90
80
70
60
50
40
30
20
10
0
1.00E-02
D60
D30
D10
Minimum Limit
Maximum Limit
Sieve No. 30
D10, Extrapolation
Sieve No. 40
1.00E-01
1.00E+00 Sieve Size (mm)
1.00E+01
1.00E+02
Prepared By
Reviewed By
Approved By
Norjehan Batua
Data Encoder
Mohammed Tokhi
Materials Engineer
M. Johor
Area Manager
-
ACTS Serial No:
2047191
Date:
28-Jul-21
page 2 of 2
STANDARD PRACTICE REPORT
Classification of Soils and Soil-Aggregate Mixtures for Engineering Purposes
(Unified Soil Classification System) and Highway Construction Purposes
ASTM D2487-11 and ASTM D3282-15
Jeddah South Container Terminal Upgrade
Saudi Archirodon Ltd.
ACTS GEOTECHNICAL
ACTS Jeddah Main Branch
PROJECT:
CONTRACTOR:
CONSULTANT:
CUSTOMER:
TESTED AT:
ADDITIONAL INFORMATION
ASTM D2216-10
ASTM D422 - (2007) e2
Methodology used to specify how data are recorded:
Description of Sand and Gravel Particles, Hardness
-
Specific Gravity if Unusually high or low:
-
Description of Sand and Gravel Particles, Shape
Method Used
Method A (1%)
More than one Material Type, if any.
-
Drying Temperature if different from 110±5°C
Material (size and amount) was excluded
from the test specimen.
ASTM D1140-17
Mass Less than the minimum indicated, if any:
-
ASTM C117 - 17
Date of Test:
-
Name of technician performing the test:
-
Date of Test:
-
Method Used:
Method A - Soaked in Water
Method of Procedure Used
-
Length of Time the specimen was soaked, mins
-
-
-
Sieve
% Passing
% Fraction
Passing
D60, mm
0.075
Cu
-
Cc
-
Gravel
Sand
Fine
# 40
-
-
D30, mm
-
16%
24%
60%
# 30
-
-
D10, mm
-
ASTM
D4318-17
LL
1st Test
PL
52
25
PI
ASTM
D4318-17
LL
PL
PI
27
2nd Test, Oven Dried
for Organic
-
-
-
CL-ML, Lower Limit
CL-ML, Upper Limit
PI-LL Limit
A-LINE
LL-50
U-LINE
Point PI-LL
Soil Classification :
ASTM D 2487
Sandy Fat Clay with Gravel(CH)
ASTM D 3282
(AASHTO M145-3)
A-7-6(14)
Clayey Soils
Remark(s):
The sample will be disposed after one week of this report date unless the client requests for extension of storage or retrieval.
This document shall not be reproduced except in full, without written approval of ACTS company.
The above results relate only to the sample(s) tested and should not be used for advertisement purposes.
Prepared By
Reviewed By
Approved By
Norjehan Batua
Data Encoder
Mohammed Tokhi
Materials Engineer
M. Johor
Area Manager
ACTS Serial No.
Reporting Date
2047192
28-Jul-21
TEST REPORT
LIQUID LIMIT, PLASTIC LIMIT & PLASTICITY INDEX OF SOILS
ASTM D4318-17
PROJECT :
Jeddah South Container Terminal Upgrade
CONTRACTOR :
Saudi Archirodon Ltd.
CONSULTANT:
-
CUSTOMER:
ACTS GEOTECHNICAL
TESTED AT:
ACTS Jeddah Main Branch
T.W.O No:
ACTS-2141412
Customer Reference:
-
ACTS Reference:
JUL2125250124
IR / WIR / RFI Number:
-
Sampling Date:
Special Specimen Selection
Process Used(if any):
Method of removing particles larger than the 425-μm (No. 40) sieve:
Specimen Preparation Used:
Wet
Drying Method Used (During Preparation of
Specimen):
Exposing to warm air currents
17-Jul-21
Testing Date:
Description of
Sample
25-Jul-21
Approximate Max
Grain Size, mm:
19
Est. Sample Retained on
425µm, %:
31
As received Water
Content, %:
Methodology used to specify how data are
recorded on the test data:
21
Sample Type:
Soil
Sample Located by:
Customer
Sample Collected / Extracted by:
ACTS
Type of Soil (according to specification):
-
Name of Supplier / Source:
-
Reference / Specification:
-
Boring Number and Depth:
LBH-101 (34.60-35.50)
-
Name or Initials of the person(s)who
prepared and tested the samples:
-
Sampling Method Used:
Sample Location, Description, Ident. and
other required info. :
LBH-101 - S4
Test
ASTM D6026
-
Liquid Limit Method A (Multipoint Method)
Plastic Limit
Mechanical Liquid Limit Device
Metal Grooving Tool
Hand Rolled(Plastic Limit Rolling Procedure 1)
Testing Equipment Used
No. of blows, N
32
27
18
---
---
Container Ref.
1
2
3
-
A
B
(A) Mass of Container (g)
36.86
38.06
43.15
-
50.61
28.56
(B) Mass of wet soil + Container (g)
48.00
51.94
57.22
-
61.02
39.77
(C) Mass of dry soil + Container (g)
44.36
47.24
52.21
-
58.91
37.50
Moisture content %
48.5
51.2
55.3
-
25.4
25.4
Plastic (PL) =
Limits
Liquid (LL) =
52
Plasticity Index (PI)
PI = (LL - PL) =
27
---
25
Liquid Limit Chart
56.0
Requirements /
Limits
Remarks
LL
52
-
-
PL
25
-
-
PI
27
-
-
55.0
Moisture Content
Test Result
54.0
53.0
52.0
51.0
50.0
49.0
48.0
10
25
No. of Blows/Drops, N
The sample will be disposed after one week of this report date unless the client requests for extension of storage or retrieval.
This document shall not be reproduced except in full, without written approval of ACTS company.
The above results relate only to the sample(s) tested and should not be used for advertisement purposes.
Prepared By
Reviewed By
Approved By
Norjehan Batua
Data Encoder
Mohammed Tokhi
Materials Engineer
M. Johor
Area Manager
100
Serial No.
Date
Page
2047193
28-Jul-2021
1 of 1
TEST REPORT
SPECIFIC GRAVITY OF SOIL SOLIDS BY WATER PYCNOMETER
(ASTM D-854)
:
:
:
:
:
Project
Contractor
Consultant
Client
Tested At
Jeddah South Container Terminal Upgrade
Saudi Archirodon Ltd.
ACTS GEOTECHNICAL
ACTS Jeddah Main Branch
TWO No.
ACTS-2141412
Sampled By
Sample Received on :
ACTS
17-Jul-2021
Sample Tested on:
26-Jul-2021
Sample type:
Soil
Sample Reference:
LBH-101 - S4
Sample Depth:
34.60-35.50
ACTS Reference:
JUL2125250125
Retained 4.75 mm (%)
16.0
Weight of Dry Aggregate (g)
-
Weight of aggregate in Water (g)
-
Passing 4.75 mm (%)
84.0
Weight of Pycnometer + Soil +
Water (g)
367.80
Weight of Pycnometer + Water (g)
335.19
Weight of Dry Soil (g)
51.5
22.9
Temperature (T oC)
-
Temperature (T oC)
Temperature Coefficient (K)
-
Temperature Coefficient (K)
Apparent Specific Gravity at Test
Temperature
-
Specific Gravity at Test
Temperature
2.726
Apparent Specific Gravity at 20 oC
-
Specific Gravity at 20 oC
2.725
Specific Gravity
-
0.99936
Prepared by
Checked by
Approved By
Norjehan Batua
Data Encoder
Mohammed Tokhi
Materials Engineer
M. Johor
Area Manager
Serial No.
Date:
Page:
2044567
13-Jul-2021
1 of 1
TEST REPORT
CHEMICAL ANALYSIS OF SOIL
PROJECT :
Jeddah South Container Terminal Upgrade
CONTRACTOR :
Saudi Archirodon Ltd.
ENGINEER :
-
CUSTOMER :
TESTED AT :
ACTS GEOTECHNICAL
TWO No. :
ACTS-2140911
ACTS Ref. :
JUL2111110696
Sampled By:
ACTS
Sample Reference :
LBH-102
Sample Depth :
1.50-2.00
Sample Type :
Soil
Sample Received on :
7-Jul-2021
Sample Tested on :
12-Jul-2021
Advanced Construction Technology Services, Jeddah, KSA
Test
Test Method
Result
Units
Chloride (Cl)
-
0.03
%
Sulfate (SO3)
BS 1377-3
0.003
%
pH 0.01 M CaCL2
ASTM D4972
7.6
-
pH distilled water
ASTM D4972
8.0
-
Carbonate content
BS 1377-3
-
-
Prepared By
Checked By
Approved By
Norjehan Batua
Data Encoder
Mohammed Tokhi
Materials Engineer
M.Johor
Area Manager
Serial No.
Date
Page
:
:
:
TEST REPORT
COMPRESSIVE STRENGTH AND ELASTIC MODULI
OF INTACT ROCK CORE SPECIMENS
ASTM D7012-Method C
PROJECT
CONTRACTOR
ENGINEER
CUSTOMER
TESTED AT
Jeddah South Container Terminal Upgrade
Saudi Archirodon Ltd.
:
:
:
:
:
TWO No.
Sample Received on
Sample Type
Sampled By
Tested On
Sample Reference
Sample Location
ACTS Ref No.
ACTS GEOTECHNICAL
ACTS Jeddah Main Branch
:
:
:
:
:
:
:
:
ACTS-2140911
7/Jul/2021
Rock
ACTS
10/Jul/2021
LBH-102 - S2
LBH-102 - S2 (16.00-16.40)
JUL2111110697
126.9
Sample height (mm)
Sample diameter (mm)
Length-diameter ratio
63
2.0
0.4
Moisture content (%)
15.9
Load
Compressive strength (MPa)
5.1
PREPARED BY
CHECKED BY
APPROVED BY
Norjehan Batua
Data Encoder
Mohammed Tokhi
Materials Engineer
M. Johor
Area Manager
2044568
13-Jul-2021
1 of 1
Serial No.
Date:
Page :
1-Nov-7497
13-Jul-2021
1 of 1
TEST REPORT
POINT LOAD STRENGTH INDEX OF ROCK
(A.S.T.M. D 5731)
PROJECT :
Jeddah South Container Terminal Upgrade
CONTRACTOR :
Saudi Archirodon Ltd.
ENGINEER :
CUSTOMER :
ACTS GEOTECHNICAL
TESTED AT :
ACTS Jeddah Main Branch
TWO No :
Sample Received on :
Sample Type :
Sampled by :
Device used :
Sample moisture condition :
Sample Location :
Sample Tested on :
ACTS-2140911
7/Jul/2021
Rock
ACTS
Matest Digital Point load Tester ,Model # A125
As Received
LBH-102 - S3 (26.00-26.20)
10/Jul/2021
Sample Ref.
LBH-102 - S3
-
-
-
-
Axial
-
-
-
-
Sample Moisture Content (%)
2.5
-
-
-
-
Sample width, W (mm)
Test type
62.8
-
-
-
-
Platen separation, D (mm)
35.4
-
-
-
-
Length/Diameter Ratio
0.564
-
-
-
-
2830.6
-
-
-
-
2
2
De (mm )
Equivalent diameter De,
53.2
-
-
-
-
3180.0
-
-
-
-
Uncorrected Point load index, Is (MPa)
1.12
-
-
-
-
Estimated uniaxial comp. strength, MPa
22.69
-
-
-
-
Size correction factor,F
1.028
-
-
-
-
Corrected point load index, Is(50) (MPa)
1.16
-
-
-
-
Failure load, P (N)
Average Corrected Point Load Index , Is(50) , MPa
1.16
Strength Classification
High
PREPARED BY
CHECKED BY
APPROVED BY
Norjehan Batua
Data Encoder
Mohammed Tokhi
Materials Engineer
M.Johor
Area Manager
Serial No.
Date:
Page :
2-Nov-7497
13-Jul-2021
1 of 1
TEST REPORT
POINT LOAD STRENGTH INDEX OF ROCK
(A.S.T.M. D 5731)
PROJECT :
Jeddah South Container Terminal Upgrade
CONTRACTOR :
Saudi Archirodon Ltd.
ENGINEER :
CUSTOMER :
ACTS GEOTECHNICAL
TESTED AT :
ACTS Jeddah Main Branch
TWO No :
Sample Received on :
Sample Type :
Sampled by :
Device used :
Sample moisture condition :
Sample Location :
Sample Tested on :
ACTS-2140911
7/Jul/2021
Rock
ACTS
Matest Digital Point load Tester ,Model # A125
As Received
LBH-102 - S4 (30.00-30.30)
10/Jul/2021
Sample Ref.
LBH-102 - S4
-
-
-
-
Axial
-
-
-
-
Sample Moisture Content (%)
0.1
-
-
-
-
Sample width, W (mm)
Test type
63.1
-
-
-
-
Platen separation, D (mm)
34.2
-
-
-
-
Length/Diameter Ratio
0.542
-
-
-
-
2747.7
-
-
-
-
2
2
De (mm )
Equivalent diameter De,
52.4
-
-
-
-
5700.0
-
-
-
-
Uncorrected Point load index, Is (MPa)
2.07
-
-
-
-
Estimated uniaxial comp. strength, MPa
41.46
-
-
-
-
Size correction factor,F
1.021
-
-
-
-
Corrected point load index, Is(50) (MPa)
2.12
-
-
-
-
Failure load, P (N)
Average Corrected Point Load Index , Is(50) , MPa
2.12
Strength Classification
High
PREPARED BY
CHECKED BY
APPROVED BY
Norjehan Batua
Data Encoder
Mohammed Tokhi
Materials Engineer
M.Johor
Area Manager
Serial No.
Date
Page
:
:
:
TEST REPORT
COMPRESSIVE STRENGTH AND ELASTIC MODULI
OF INTACT ROCK CORE SPECIMENS
ASTM D7012-Method C
PROJECT
CONTRACTOR
ENGINEER
CUSTOMER
TESTED AT
Jeddah South Container Terminal Upgrade
Saudi Archirodon Ltd.
:
:
:
:
:
TWO No.
Sample Received on
Sample Type
Sampled By
Tested On
Sample Reference
Sample Location
ACTS Ref No.
ACTS GEOTECHNICAL
ACTS Jeddah Main Branch
:
:
:
:
:
:
:
:
ACTS-2140911
7/Jul/2021
Rock
ACTS
10/Jul/2021
LBH-102 - S5
LBH-102 - S5 (48.50-48.70)
JUL2111110700
122.6
Sample height (mm)
Sample diameter (mm)
Length-diameter ratio
60.5
2.0
4.5
Moisture content (%)
5.9
Load
Compressive strength (MPa)
2.1
PREPARED BY
CHECKED BY
APPROVED BY
Norjehan Batua
Data Encoder
Mohammed Tokhi
Materials Engineer
M. Johor
Area Manager
2044571
13-Jul-2021
1 of 1
ACTS Serial No.:
2044572
Reporting Date:
13-Jul-21
TEST REPORT
Laboratory Determination of Water (Moisture) Content of Soil and Rock by Mass
ASTM D2216 − 19
Jeddah South Container Terminal Upgrade
Saudi Archirodon Ltd.
ACTS GEOTECHNICAL
ACTS Jeddah Main Branch
Project:
Contractor:
Consultant:
Customer:
Tested at:
TWO No.:
ACTS-2140911
Drill Hole/Bore Hole Number:
-
Customer Reference:
-
Sampling Method Used:
-
IR / WIR / RFI / Number:
-
Test Method Used:
Method A (1%)
ACTS Reference:
JUL2111110701
Mention if Test Specimen contains more
than one material type (layered, etc.):
-
Sampling Date:
07-Jul-21
Mention if Any Material (size and amount)
was excluded from the Test Specimen:
-
Testing Date:
Sample Located by:
Drying Temperature if different from 110±
5°C., °C:
-
Sample Collected / Extracted by:
08-Jul-21
ACTS
Sample Type:
Soil
Source of Sample:
-
Sample Location, Identification and other
required information:
LBH-102 - S6 (55.50-56.00)
Name or Initial of Person(s) who
performed the test:
Methodology used for significant digits and
rounding off numbers:
Mcms, Mass of Container and Moist Specimen,
g
1041.9
Mcds, Mass of Container and Oven Dry
Specimen, g
977.7
Mc, Mass of Container, g
291.4
Mw, Mass of Water, g
64.2
Ms, Mass of Oven Dry Specimen, g
686.3
-
-
9.0
w, Water Content, %
Remark(s):
The sample will be disposed after one week of this report date unless the client requests for extension of storage or retrieval.
This document shall not be reproduced except in full, without written approval of ACTS company.
The above results relate only to the sample(s) tested and should not be used for advertisement purposes.
Prepared By
Reviewed By
Approved By
Norjehan Batua
Data Encoder
Mohammed Tokhi
Materials Engineer
M. Johor
Area Manager
ACTS Serial No:
2044573
Reporting Date:
13-Jul-21
page 1 of 2
STANDARD PRACTICE REPORT
Classification of Soils and Soil-Aggregate Mixtures for Engineering Purposes
(Unified Soil Classification System) and Highway Construction Purposes
ASTM D2487-11 and ASTM D3282-15
Jeddah South Container Terminal Upgrade
Saudi Archirodon Ltd.
ACTS GEOTECHNICAL
ACTS Jeddah Main Branch
ACTS-2140911
TWO No.:
Task Order No.
07-Jul-21
Sample Received on :
08-Jul-21
Sample Tested on :
Soil
Sample Type :
ACTS
Sampled by :
PROJECT:
CONTRACTOR:
CONSULTANT:
CUSTOMER:
TESTED AT:
IR / WIR / RFI No.:
-
ACTS Reference:
JUL2111110702
Sample Location, Identification,
Description:
LBH-102 - S6 (55.50-56.00)
Presence of Cobbles or/and Boulders:
Standard Test Methods
Used
-
ASTM D1140-17
ASTM D2216-10, Method A
ASTM D4318-17
ASTM D6913
-
686.3
Mass of the Tested Sample
Source/Supplier:
Project Specification:
g
Sieve No.
Sieve Opening,
mm
Retained Mass Retained Mass
(g)
(%)
6 in.
4 in.
3 in.
2 1/2 in.
2 in.
1 1/2 in.
1 in.
3/4 in.
1/2 in.
3/8 in.
No. 4
No. 8
No. 10
No. 16
No. 20
No. 30
No. 40
No. 50
No. 60
No 100
No. 140
No. 200
Pan
150.0
100.0
75.0
63.0
50.0
37.5
25.0
19.00
12.50
9.50
4.75
2.36
2.000
1.180
0.850
0.600
0.425
0.300
0.250
0.150
0.106
0.075
-
0.0
0.0
0.5
2.7
8
10.6
23.6
18.3
622.6
0
0
0
0
1
2
3
3
90.7
MC
Gravel
Sand
Fine
9%
0%
9%
91%
Cumulative
Retained (%)
Percent passing
(%)
0
0
0
0
2
3
7
9
100.0
100
100
100
100
98
97
93
91
0.0
-
Compliance
Remarks
Minimum
Maximum
-
-
Passing %
Percent Passing
100
90
80
70
60
50
40
30
20
10
0
1.00E-02
D60
D30
D10
Minimum Limit
Maximum Limit
Sieve No. 30
D10, Extrapolation
Sieve No. 40
1.00E-01
1.00E+00 Sieve Size (mm)
1.00E+01
1.00E+02
Prepared By
Reviewed By
Approved By
Norjehan Batua
Data Encoder
Mohammed Tokhi
Materials Engineer
M. Johor
Area Manager
-
ACTS Serial No:
2044573
Date:
13-Jul-21
page 2 of 2
STANDARD PRACTICE REPORT
Classification of Soils and Soil-Aggregate Mixtures for Engineering Purposes
(Unified Soil Classification System) and Highway Construction Purposes
ASTM D2487-11 and ASTM D3282-15
Jeddah South Container Terminal Upgrade
Saudi Archirodon Ltd.
ACTS GEOTECHNICAL
ACTS Jeddah Main Branch
PROJECT:
CONTRACTOR:
CONSULTANT:
CUSTOMER:
TESTED AT:
ADDITIONAL INFORMATION
ASTM D2216-10
ASTM D422 - (2007) e2
Methodology used to specify how data are recorded:
Description of Sand and Gravel Particles, Hardness
-
Specific Gravity if Unusually high or low:
-
Description of Sand and Gravel Particles, Shape
Method Used
Method A (1%)
More than one Material Type, if any.
-
Drying Temperature if different from 110±5°C
Material (size and amount) was excluded
from the test specimen.
ASTM D1140-17
Mass Less than the minimum indicated, if any:
-
ASTM C117 - 17
Date of Test:
-
Name of technician performing the test:
-
Date of Test:
-
Method Used:
Method A - Soaked in Water
Method of Procedure Used
-
Length of Time the specimen was soaked, mins
-
-
-
Sieve
Gravel
0%
% Passing
% Fraction
Passing
D60, mm
-
Cu
-
Cc
-
Sand
Fine
# 40
-
-
D30, mm
-
9%
91%
# 30
-
-
D10, mm
-
ASTM
D4318-17
LL
1st Test
PL
54
25
PI
ASTM
D4318-17
LL
PL
PI
29
2nd Test, Oven Dried
for Organic
-
-
-
CL-ML, Lower Limit
CL-ML, Upper Limit
PI-LL Limit
A-LINE
LL-50
U-LINE
Point PI-LL
Soil Classification :
ASTM D 2487
Fat Clay(CH)
ASTM D 3282
(AASHTO M145-3)
A-7-6(30)
Clayey Soils
Remarks:
The sample will be disposed after one week of this report date unless the client requests for extension of storage or retrieval.
This document shall not be reproduced except in full, without written approval of ACTS company.
The above results relate only to the sample(s) tested and should not be used for advertisement purposes.
Prepared By
Checked By
Reviewed By
Norjehan Batua
Data Encoder
Mohammed Tokhi
Materials Engineer
M. Johor
Area Manager
ACTS Serial No.
Reporting Date
2044574
13-Jul-21
TEST REPORT
LIQUID LIMIT, PLASTIC LIMIT & PLASTICITY INDEX OF SOILS
ASTM D4318-17
PROJECT :
Jeddah South Container Terminal Upgrade
CONTRACTOR :
Saudi Archirodon Ltd.
CONSULTANT:
-
CUSTOMER:
ACTS GEOTECHNICAL
TESTED AT:
ACTS Jeddah Main Branch
T.W.O No:
ACTS-2140911
Customer Reference:
-
ACTS Reference:
JUL2111110703
IR / WIR / RFI Number:
-
Sampling Date:
Special Specimen Selection
Process Used(if any):
Method of removing particles larger than the 425-μm (No. 40) sieve:
Specimen Preparation Used:
Wet
Drying Method Used (During Preparation of
Specimen):
Exposing to warm air currents
07-Jul-21
Testing Date:
Description of
Sample
10-Jul-21
Approximate Max
Grain Size, mm:
4.75
Est. Sample Retained on
425µm, %:
2
As received Water
Content, %:
Methodology used to specify how data are
recorded on the test data:
9
Sample Type:
Soil
Sample Located by:
Customer
Sample Collected / Extracted by:
ACTS
Type of Soil (according to specification):
-
Name of Supplier / Source:
-
Reference / Specification:
-
Boring Number and Depth:
LBH-102 (55.50-56.00)
-
Name or Initials of the person(s)who
prepared and tested the samples:
-
Sampling Method Used:
Sample Location, Description, Ident. and
other required info. :
LBH-102 - S6
Test
ASTM D6026
-
Liquid Limit Method A (Multipoint Method)
Plastic Limit
Mechanical Liquid Limit Device
Metal Grooving Tool
Hand Rolled(Plastic Limit Rolling Procedure 1)
Testing Equipment Used
No. of blows, N
32
26
16
---
---
Container Ref.
1
2
3
-
A
B
(A) Mass of Container (g)
36.97
31.92
45.67
-
37.57
37.72
(B) Mass of wet soil + Container (g)
50.77
48.48
59.37
-
49.02
48.28
(C) Mass of dry soil + Container (g)
46.03
42.64
54.37
-
46.71
46.15
Moisture content %
52.3
54.5
57.5
-
25.3
25.3
Plastic (PL) =
Limits
Liquid (LL) =
54
Plasticity Index (PI)
PI = (LL - PL) =
29
---
25
Liquid Limit Chart
58.0
Requirements /
Limits
Remarks
LL
54
-
-
PL
25
-
-
PI
29
-
-
57.0
Moisture Content
Test Result
56.0
55.0
54.0
53.0
52.0
10
25
No. of Blows/Drops, N
The sample will be disposed after one week of this report date unless the client requests for extension of storage or retrieval.
This document shall not be reproduced except in full, without written approval of ACTS company.
The above results relate only to the sample(s) tested and should not be used for advertisement purposes.
Prepared By
Reviewed By
Approved By
Norjehan Batua
Data Encoder
Mohammed Tokhi
Materials Engineer
M. Johor
Area Manager
100
Serial No.
Date:
Page:
2053018
17-Aug-2021
1 of 1
TEST REPORT
CHEMICAL ANALYSIS OF SOIL
PROJECT :
Jeddah South Container Terminal Upgrade
CONTRACTOR :
Saudi Archirodon Ltd.
ENGINEER :
-
CUSTOMER :
TESTED AT :
ACTS GEOTECHNICAL
TWO No. :
ACTS-2142546
ACTS Ref. :
AUG2115150383
Sampled By:
ACTS
Sample Reference :
LBH-103 - S1
Sample Depth :
1.50-2.00
Sample Type :
Soil
Sample Received on :
11-Aug-2021
Sample Tested on :
15-Aug-2021
Advanced Construction Technology Services, Jeddah, KSA
Test
Test Method
Result
Units
Chloride (Cl)
BS 1377-3
0.01
%
Sulfate (SO3)
BS 1377-3
0.016
%
pH 0.01 M CaCL2
ASTM D4972
8.5
-
pH distilled water
ASTM D4972
8.8
-
Carbonate content
-
-
-
Prepared By
Checked By
Approved By
Norjehan Batua
Data Encoder
Mohammed Tokhi
Materials Engineer
M.Johor
Area Manager
Serial No.
Date:
Page :
2-Jun-7520
16-Aug-2021
1 of 1
TEST REPORT
POINT LOAD STRENGTH INDEX OF ROCK
(A.S.T.M. D 5731)
PROJECT :
Jeddah South Container Terminal Upgrade
CONTRACTOR :
Saudi Archirodon Ltd.
ENGINEER :
CUSTOMER :
ACTS GEOTECHNICAL
TESTED AT :
ACTS Jeddah Main Branch
TWO No :
Sample Received on :
Sample Type :
Sampled by :
Device used :
Sample moisture condition :
Sample Location :
Sample Tested on :
ACTS-2142546
11/Aug/2021
Rock
ACTS
Matest Digital Point load Tester ,Model # A125
As Received
LBH-103 - S2
14/Aug/2021
Sample Ref.
(6.00-6.20)
-
-
-
-
Axial
-
-
-
-
Sample Moisture Content (%)
0.1
-
-
-
-
Sample width, W (mm)
Test type
61.6
-
-
-
-
Platen separation, D (mm)
38.1
-
-
-
-
Length/Diameter Ratio
0.619
-
-
-
-
2988.2
-
-
-
-
2
2
De (mm )
Equivalent diameter De,
54.7
-
-
-
-
54470.0
-
-
-
-
Uncorrected Point load index, Is (MPa)
18.23
-
-
-
-
Estimated uniaxial comp. strength, MPa
376.73
-
-
-
-
Size correction factor,F
1.041
-
-
-
-
Corrected point load index, Is(50) (MPa)
18.97
-
-
-
-
Failure load, P (N)
18.97
Average Corrected Point Load Index , Is(50) , MPa
Extremely High
Strength Classification
PREPARED BY
CHECKED BY
APPROVED BY
Norjehan Batua
Data Encoder
Mohammed Tokhi
Materials Engineer
M.Johor
Area Manager
ACTS Serial No.:
2052818
Reporting Date:
16-Aug-21
TEST REPORT
Laboratory Determination of Water (Moisture) Content of Soil and Rock by Mass
ASTM D2216 − 19
Jeddah South Container Terminal Upgrade
Saudi Archirodon Ltd.
ACTS GEOTECHNICAL
ACTS Jeddah Main Branch
Project:
Contractor:
Consultant:
Customer:
Tested at:
TWO No.:
ACTS-2142546
Drill Hole/Bore Hole Number:
-
Customer Reference:
-
Sampling Method Used:
-
IR / WIR / RFI / Number:
-
Test Method Used:
Method A (1%)
ACTS Reference:
AUG2115150391
Mention if Test Specimen contains more
than one material type (layered, etc.):
-
Sampling Date:
11-Aug-21
Mention if Any Material (size and amount)
was excluded from the Test Specimen:
-
Testing Date:
Sample Located by:
Drying Temperature if different from 110±
5°C., °C:
-
Sample Collected / Extracted by:
12-Aug-21
ACTS
Sample Type:
Soil
Source of Sample:
-
Sample Location, Identification and other
required information:
LBH-103 - S3 (13.5-14.0)
Name or Initial of Person(s) who
performed the test:
Methodology used for significant digits and
rounding off numbers:
Mcms, Mass of Container and Moist Specimen,
g
550.5
Mcds, Mass of Container and Oven Dry
Specimen, g
490.6
Mc, Mass of Container, g
109.6
Mw, Mass of Water, g
59.9
Ms, Mass of Oven Dry Specimen, g
381.0
w, Water Content, %
16.0
Aftab
-
-
Remark(s):
The sample will be disposed after one week of this report date unless the client requests for extension of storage or retrieval.
This document shall not be reproduced except in full, without written approval of ACTS company.
The above results relate only to the sample(s) tested and should not be used for advertisement purposes.
Prepared By
Reviewed By
Approved By
Norjehan Batua
Data Encoder
Mohammed Tokhi
Materials Engineer
M. Johor
Area Manager
ACTS Serial No:
2052819
Reporting Date:
16-Aug-21
page 1 of 2
STANDARD PRACTICE REPORT
Classification of Soils and Soil-Aggregate Mixtures for Engineering Purposes
(Unified Soil Classification System) and Highway Construction Purposes
ASTM D2487-11 and ASTM D3282-15
Jeddah South Container Terminal Upgrade
Saudi Archirodon Ltd.
ACTS GEOTECHNICAL
ACTS Jeddah Main Branch
ACTS-2142546
TWO No.:
Task Order No.
11-Aug-21
Sample Received on :
11-Aug-21
Sample Tested on :
Soil
Sample Type :
ACTS
Sampled by :
PROJECT:
CONTRACTOR:
CONSULTANT:
CUSTOMER:
TESTED AT:
IR / WIR / RFI No.:
-
ACTS Reference:
AUG2115150392
Sample Location, Identification,
Description:
LBH-103 - S3 (13.5-14.0)
Presence of Cobbles or/and Boulders:
Standard Test Methods
Used
-
ASTM D1140-17
ASTM D2216-10, Method A
ASTM D4318-17
ASTM D6913
-
381.0
Mass of the Tested Sample
Source/Supplier:
Project Specification:
g
Sieve No.
Sieve Opening,
mm
Retained Mass Retained Mass
(g)
(%)
6 in.
4 in.
3 in.
2 1/2 in.
2 in.
1 1/2 in.
1 in.
3/4 in.
1/2 in.
3/8 in.
No. 4
No. 8
No. 10
No. 16
No. 20
No. 30
No. 40
No. 50
No. 60
No 100
No. 140
No. 200
Pan
150.0
100.0
75.0
63.0
50.0
37.5
25.0
19.00
12.50
9.50
4.75
2.36
2.000
1.180
0.850
0.600
0.425
0.300
0.250
0.150
0.106
0.075
-
0.0
0.0
19.9
14.2
43.2
72.5
59.2
44.1
55.1
14.6
58.2
0
0
5
3.7
11.3
19.0
15.5
11.6
14.5
3.8
15.3
MC
Gravel
Sand
Fine
16%
9%
76%
15%
Cumulative
Retained (%)
Percent passing
(%)
0
0
5
9
20
39
55
66
81
85
100.0
100
100
95
91
80
61
45
34
19
15
0.0
-
Compliance
Remarks
Minimum
Maximum
-
-
Passing %
Percent Passing
100
90
80
70
60
50
40
30
20
10
0
1.00E-02
D60
D30
D10
Minimum Limit
Maximum Limit
Sieve No. 30
D10, Extrapolation
Sieve No. 40
1.00E-01
1.00E+00 Sieve Size (mm)
1.00E+01
1.00E+02
Prepared By
Reviewed By
Approved By
Norjehan Batua
Data Encoder
Mohammed Tokhi
Materials Engineer
M. Johor
Area Manager
-
ACTS Serial No:
2052819
Date:
16-Aug-21
page 2 of 2
STANDARD PRACTICE REPORT
Classification of Soils and Soil-Aggregate Mixtures for Engineering Purposes
(Unified Soil Classification System) and Highway Construction Purposes
ASTM D2487-11 and ASTM D3282-15
Jeddah South Container Terminal Upgrade
Saudi Archirodon Ltd.
ACTS GEOTECHNICAL
ACTS Jeddah Main Branch
PROJECT:
CONTRACTOR:
CONSULTANT:
CUSTOMER:
TESTED AT:
ADDITIONAL INFORMATION
ASTM D2216-10
ASTM D422 - (2007) e2
Methodology used to specify how data are recorded:
Description of Sand and Gravel Particles, Hardness
-
Specific Gravity if Unusually high or low:
-
Description of Sand and Gravel Particles, Shape
Method Used
Method A (1%)
More than one Material Type, if any.
-
Drying Temperature if different from 110±5°C
Material (size and amount) was excluded
from the test specimen.
ASTM D1140-17
Mass Less than the minimum indicated, if any:
-
ASTM C117 - 17
Date of Test:
-
Name of technician performing the test:
-
Date of Test:
-
Method Used:
Method A - Soaked in Water
Method of Procedure Used
-
Length of Time the specimen was soaked, mins
-
-
-
Sieve
Gravel
9%
% Passing
% Fraction
Passing
D60, mm
0.814
Cu
-
Cc
-
Sand
Fine
# 40
-
-
D30, mm
0.199
76%
15%
# 30
-
-
D10, mm
-
ASTM
D4318-17
LL
1st Test
PL
N.P.
N.P.
PI
ASTM
D4318-17
LL
PL
PI
N.P.
2nd Test, Oven Dried
for Organic
-
-
-
CL-ML, Lower Limit
CL-ML, Upper Limit
PI-LL Limit
A-LINE
LL-50
U-LINE
Point PI-LL
Soil Classification :
ASTM D 2487
Silty Sand(SM)
ASTM D 3282
(AASHTO M145-3)
A-1-b(0)
Stone Fragments,Gravel and Sand
Remark(s):
The sample will be disposed after one week of this report date unless the client requests for extension of storage or retrieval.
This document shall not be reproduced except in full, without written approval of ACTS company.
The above results relate only to the sample(s) tested and should not be used for advertisement purposes.
Prepared By
Reviewed By
Approved By
Norjehan Batua
Data Encoder
Mohammed Tokhi
Materials Engineer
M. Johor
Area Manager
ACTS Serial No.
Reporting Date
2052820
16-Aug-21
TEST REPORT
LIQUID LIMIT, PLASTIC LIMIT & PLASTICITY INDEX OF SOILS
ASTM D4318-17
PROJECT :
Jeddah South Container Terminal Upgrade
CONTRACTOR :
Saudi Archirodon Ltd.
CONSULTANT:
-
CUSTOMER:
ACTS GEOTECHNICAL
TESTED AT:
ACTS Jeddah Main Branch
T.W.O No:
ACTS-2142546
Customer Reference:
-
ACTS Reference:
AUG2115150393
IR / WIR / RFI Number:
-
Sampling Date:
Special Specimen Selection
Process Used(if any):
Method of removing particles larger than the 425-μm (No. 40) sieve:
Specimen Preparation Used:
Wet
Drying Method Used (During Preparation of
Specimen):
Exposing to warm air currents
11-Aug-21
Testing Date:
Description of
Sample
12-Aug-21
Approximate Max
Grain Size, mm:
19
Est. Sample Retained on
425µm, %:
55
As received Water
Content, %:
Methodology used to specify how data are
recorded on the test data:
16
Sample Type:
Soil
Sample Located by:
Customer
Sample Collected / Extracted by:
ACTS
Type of Soil (according to specification):
-
Name of Supplier / Source:
-
Reference / Specification:
-
Boring Number and Depth:
LBH-103 (13.5-14.0)
-
Name or Initials of the person(s)who
prepared and tested the samples:
-
Sampling Method Used:
Sample Location, Description, Ident. and
other required info. :
LBH-103 - S3
Test
ASTM D6026
-
Liquid Limit Method A (Multipoint Method)
Plastic Limit
Mechanical Liquid Limit Device
Metal Grooving Tool
Hand Rolled(Plastic Limit Rolling Procedure 1)
Testing Equipment Used
No. of blows, N
-
-
-
---
---
---
Container Ref.
1
2
3
-
A
B
(A) Mass of Container (g)
-
-
-
-
-
-
(B) Mass of wet soil + Container (g)
-
-
-
-
-
-
(C) Mass of dry soil + Container (g)
-
-
-
-
-
-
Moisture content %
-
-
-
-
-
-
Plastic (PL) =
Limits
Liquid (LL) =
NP
Plasticity Index (PI)
PI = (LL - PL) =
NP
NP
Liquid Limit Chart
1.0
Requirements /
Limits
Remarks
LL
NP
-
-
PL
NP
-
-
PI
NP
-
-
0.9
Moisture Content
Test Result
0.8
0.7
0.6
NONPLASTIC
0.5
0.4
0.3
0.2
0.1
0.0
10
25
No. of Blows/Drops, N
The sample will be disposed after one week of this report date unless the client requests for extension of storage or retrieval.
This document shall not be reproduced except in full, without written approval of ACTS company.
The above results relate only to the sample(s) tested and should not be used for advertisement purposes.
Prepared By
Reviewed By
Approved By
Norjehan Batua
Data Encoder
Mohammed Tokhi
Materials Engineer
M. Johor
Area Manager
100
ACTS Serial No.:
2052821
Reporting Date:
16-Aug-21
TEST REPORT
Laboratory Determination of Water (Moisture) Content of Soil and Rock by Mass
ASTM D2216 − 19
Jeddah South Container Terminal Upgrade
Saudi Archirodon Ltd.
ACTS GEOTECHNICAL
ACTS Jeddah Main Branch
Project:
Contractor:
Consultant:
Customer:
Tested at:
TWO No.:
ACTS-2142546
Drill Hole/Bore Hole Number:
-
Customer Reference:
-
Sampling Method Used:
-
IR / WIR / RFI / Number:
-
Test Method Used:
Method A (1%)
ACTS Reference:
AUG2115150394
Mention if Test Specimen contains more
than one material type (layered, etc.):
-
Sampling Date:
11-Aug-21
Mention if Any Material (size and amount)
was excluded from the Test Specimen:
-
Testing Date:
Sample Located by:
Drying Temperature if different from 110±
5°C., °C:
-
Sample Collected / Extracted by:
12-Aug-21
ACTS
Sample Type:
Soil
Source of Sample:
-
Sample Location, Identification and other
required information:
LBH-103 - S4 (46.00-46.50)
Name or Initial of Person(s) who
performed the test:
Methodology used for significant digits and
rounding off numbers:
Mcms, Mass of Container and Moist Specimen,
g
525.6
Mcds, Mass of Container and Oven Dry
Specimen, g
436.5
Mc, Mass of Container, g
130.7
Mw, Mass of Water, g
89.1
Ms, Mass of Oven Dry Specimen, g
305.8
w, Water Content, %
29.0
Aftab
-
-
Remark(s):
The sample will be disposed after one week of this report date unless the client requests for extension of storage or retrieval.
This document shall not be reproduced except in full, without written approval of ACTS company.
The above results relate only to the sample(s) tested and should not be used for advertisement purposes.
Prepared By
Reviewed By
Approved By
Norjehan Batua
Data Encoder
Mohammed Tokhi
Materials Engineer
M. Johor
Area Manager
ACTS Serial No:
2052822
Reporting Date:
16-Aug-21
page 1 of 2
STANDARD PRACTICE REPORT
Classification of Soils and Soil-Aggregate Mixtures for Engineering Purposes
(Unified Soil Classification System) and Highway Construction Purposes
ASTM D2487-11 and ASTM D3282-15
Jeddah South Container Terminal Upgrade
Saudi Archirodon Ltd.
ACTS GEOTECHNICAL
ACTS Jeddah Main Branch
ACTS-2142546
TWO No.:
Task Order No.
11-Aug-21
Sample Received on :
11-Aug-21
Sample Tested on :
Soil
Sample Type :
ACTS
Sampled by :
PROJECT:
CONTRACTOR:
CONSULTANT:
CUSTOMER:
TESTED AT:
IR / WIR / RFI No.:
-
ACTS Reference:
AUG2115150395
Sample Location, Identification,
Description:
LBH-103 - S4 (46.00-46.50)
Presence of Cobbles or/and Boulders:
Standard Test Methods
Used
-
ASTM D1140-17
ASTM D2216-10, Method A
ASTM D4318-17
ASTM D6913
-
305.8
Mass of the Tested Sample
Source/Supplier:
Project Specification:
g
Sieve No.
Sieve Opening,
mm
Retained Mass Retained Mass
(g)
(%)
6 in.
4 in.
3 in.
2 1/2 in.
2 in.
1 1/2 in.
1 in.
3/4 in.
1/2 in.
3/8 in.
No. 4
No. 8
No. 10
No. 16
No. 20
No. 30
No. 40
No. 50
No. 60
No 100
No. 140
No. 200
Pan
150.0
100.0
75.0
63.0
50.0
37.5
25.0
19.00
12.50
9.50
4.75
2.36
2.000
1.180
0.850
0.600
0.425
0.300
0.250
0.150
0.106
0.075
-
0.0
0.0
1.0
2.0
1.3
1.2
1.8
8.8
8.2
281.5
0
0
0.3
0.7
0.4
0.4
0.6
2.9
2.7
92.1
MC
Gravel
Sand
Fine
29%
0%
8%
92%
Cumulative
Retained (%)
Percent passing
(%)
0
0
0
1
1
2
2
5
8
100.0
100
100
100
99
99
98
98
95
92
0.0
-
Compliance
Remarks
Minimum
Maximum
-
-
Passing %
Percent Passing
100
90
80
70
60
50
40
30
20
10
0
1.00E-02
D60
D30
D10
Minimum Limit
Maximum Limit
Sieve No. 30
D10, Extrapolation
Sieve No. 40
1.00E-01
1.00E+00 Sieve Size (mm)
1.00E+01
1.00E+02
Prepared By
Reviewed By
Approved By
Norjehan Batua
Data Encoder
Mohammed Tokhi
Materials Engineer
M. Johor
Area Manager
-
ACTS Serial No:
2052822
Date:
16-Aug-21
page 2 of 2
STANDARD PRACTICE REPORT
Classification of Soils and Soil-Aggregate Mixtures for Engineering Purposes
(Unified Soil Classification System) and Highway Construction Purposes
ASTM D2487-11 and ASTM D3282-15
Jeddah South Container Terminal Upgrade
Saudi Archirodon Ltd.
ACTS GEOTECHNICAL
ACTS Jeddah Main Branch
PROJECT:
CONTRACTOR:
CONSULTANT:
CUSTOMER:
TESTED AT:
ADDITIONAL INFORMATION
ASTM D2216-10
ASTM D422 - (2007) e2
Methodology used to specify how data are recorded:
Description of Sand and Gravel Particles, Hardness
-
Specific Gravity if Unusually high or low:
-
Description of Sand and Gravel Particles, Shape
Method Used
Method A (1%)
More than one Material Type, if any.
-
Drying Temperature if different from 110±5°C
Material (size and amount) was excluded
from the test specimen.
ASTM D1140-17
Mass Less than the minimum indicated, if any:
-
ASTM C117 - 17
Date of Test:
-
Name of technician performing the test:
-
Date of Test:
-
Method Used:
Method A - Soaked in Water
Method of Procedure Used
-
Length of Time the specimen was soaked, mins
-
-
-
Sieve
Gravel
0%
% Passing
% Fraction
Passing
D60, mm
-
Cu
-
Cc
-
Sand
Fine
# 40
-
-
D30, mm
-
8%
92%
# 30
-
-
D10, mm
-
ASTM
D4318-17
LL
1st Test
PL
N.P.
N.P.
PI
ASTM
D4318-17
LL
PL
PI
N.P.
2nd Test, Oven Dried
for Organic
-
-
-
CL-ML, Lower Limit
CL-ML, Upper Limit
PI-LL Limit
A-LINE
LL-50
U-LINE
Point PI-LL
Soil Classification :
ASTM D 2487
Silt(ML)
ASTM D 3282
(AASHTO M145-3)
A-4(0)
Silty Soils
Remark(s):
The sample will be disposed after one week of this report date unless the client requests for extension of storage or retrieval.
This document shall not be reproduced except in full, without written approval of ACTS company.
The above results relate only to the sample(s) tested and should not be used for advertisement purposes.
Prepared By
Reviewed By
Approved By
Norjehan Batua
Data Encoder
Mohammed Tokhi
Materials Engineer
M. Johor
Area Manager
ACTS Serial No.
Reporting Date
2052823
16-Aug-21
TEST REPORT
LIQUID LIMIT, PLASTIC LIMIT & PLASTICITY INDEX OF SOILS
ASTM D4318-17
PROJECT :
Jeddah South Container Terminal Upgrade
CONTRACTOR :
Saudi Archirodon Ltd.
CONSULTANT:
-
CUSTOMER:
ACTS GEOTECHNICAL
TESTED AT:
ACTS Jeddah Main Branch
T.W.O No:
ACTS-2142546
Customer Reference:
-
ACTS Reference:
AUG2115150396
IR / WIR / RFI Number:
-
Sampling Date:
Special Specimen Selection
Process Used(if any):
Method of removing particles larger than the 425-μm (No. 40) sieve:
Specimen Preparation Used:
Wet
Drying Method Used (During Preparation of
Specimen):
Exposing to warm air currents
11-Aug-21
Testing Date:
Description of
Sample
12-Aug-21
Approximate Max
Grain Size, mm:
9.5
Est. Sample Retained on
425µm, %:
2
As received Water
Content, %:
Methodology used to specify how data are
recorded on the test data:
29
Sample Type:
Soil
Sample Located by:
Customer
Sample Collected / Extracted by:
ACTS
Type of Soil (according to specification):
-
Name of Supplier / Source:
-
Reference / Specification:
-
Boring Number and Depth:
LBH-103 (46.00-46.50)
-
Name or Initials of the person(s)who
prepared and tested the samples:
-
Sampling Method Used:
Sample Location, Description, Ident. and
other required info. :
LBH-103 - S4
Test
ASTM D6026
-
Liquid Limit Method A (Multipoint Method)
Plastic Limit
Mechanical Liquid Limit Device
Metal Grooving Tool
Hand Rolled(Plastic Limit Rolling Procedure 1)
Testing Equipment Used
No. of blows, N
-
-
-
---
---
---
Container Ref.
1
2
3
-
A
B
(A) Mass of Container (g)
-
-
-
-
-
-
(B) Mass of wet soil + Container (g)
-
-
-
-
-
-
(C) Mass of dry soil + Container (g)
-
-
-
-
-
-
Moisture content %
-
-
-
-
-
-
Plastic (PL) =
Limits
Liquid (LL) =
NP
Plasticity Index (PI)
PI = (LL - PL) =
NP
NP
Liquid Limit Chart
1.0
Requirements /
Limits
Remarks
LL
NP
-
-
PL
NP
-
-
PI
NP
-
-
0.9
Moisture Content
Test Result
0.8
0.7
0.6
NONPLASTIC
0.5
0.4
0.3
0.2
0.1
0.0
10
25
No. of Blows/Drops, N
The sample will be disposed after one week of this report date unless the client requests for extension of storage or retrieval.
This document shall not be reproduced except in full, without written approval of ACTS company.
The above results relate only to the sample(s) tested and should not be used for advertisement purposes.
Prepared By
Reviewed By
Approved By
Norjehan Batua
Data Encoder
Mohammed Tokhi
Materials Engineer
M. Johor
Area Manager
100
ACTS Serial No.:
2055233
Reporting Date:
24-Aug-21
TEST REPORT
Laboratory Determination of Water (Moisture) Content of Soil and Rock by Mass
ASTM D2216 − 19
Jeddah South Container Terminal Upgrade
Saudi Archirodon Ltd.
ACTS GEOTECHNICAL
ACTS Jeddah Main Branch
Project:
Contractor:
Consultant:
Customer:
Tested at:
TWO No.:
ACTS-2142872
Drill Hole/Bore Hole Number:
LBH-104 (3.00-3.75)
Customer Reference:
-
Sampling Method Used:
-
IR / WIR / RFI / Number:
-
Test Method Used:
Method A (1%)
ACTS Reference:
AUG2122220040
Mention if Test Specimen contains more
than one material type (layered, etc.):
-
Sampling Date:
16-Aug-21
Mention if Any Material (size and amount)
was excluded from the Test Specimen:
-
Testing Date:
Sample Located by:
Drying Temperature if different from 110±
5°C., °C:
-
Sample Collected / Extracted by:
17-Aug-21
ACTS
Sample Type:
Soil
Source of Sample:
-
Sample Location, Identification and other
required information:
S1
Name or Initial of Person(s) who
performed the test:
Methodology used for significant digits and
rounding off numbers:
Mcms, Mass of Container and Moist Specimen,
g
518.4
Mcds, Mass of Container and Oven Dry
Specimen, g
487.5
Mc, Mass of Container, g
187.2
Mw, Mass of Water, g
30.9
Ms, Mass of Oven Dry Specimen, g
300.3
w, Water Content, %
10.0
Aftab
-
-
Remark(s):
The sample will be disposed after one week of this report date unless the client requests for extension of storage or retrieval.
This document shall not be reproduced except in full, without written approval of ACTS company.
The above results relate only to the sample(s) tested and should not be used for advertisement purposes.
Prepared By
Reviewed By
Approved By
Norjehan Batua
Data Encoder
Mohammed Tokhi
Materials Engineer
M. Johor
Area Manager
ACTS Serial No:
2055234
Reporting Date:
24-Aug-21
page 1 of 2
STANDARD PRACTICE REPORT
Classification of Soils and Soil-Aggregate Mixtures for Engineering Purposes
(Unified Soil Classification System) and Highway Construction Purposes
ASTM D2487-11 and ASTM D3282-15
Jeddah South Container Terminal Upgrade
Saudi Archirodon Ltd.
ACTS GEOTECHNICAL
ACTS Jeddah Main Branch
ACTS-2142872
TWO No.:
Task Order No.
16-Aug-21
Sample Received on :
19-Aug-21
Sample Tested on :
Soil
Sample Type :
ACTS
Sampled by :
PROJECT:
CONTRACTOR:
CONSULTANT:
CUSTOMER:
TESTED AT:
IR / WIR / RFI No.:
-
ACTS Reference:
AUG2122220041
Sample Location, Identification,
Description:
LBH-104 - S1 (3.00-3.75)
Presence of Cobbles or/and Boulders:
Standard Test Methods
Used
-
ASTM D1140-17
ASTM D2216-10, Method A
ASTM D4318-17
ASTM D6913
-
300.3
Mass of the Tested Sample
Source/Supplier:
Project Specification:
g
Sieve No.
Sieve Opening,
mm
Retained Mass Retained Mass
(g)
(%)
6 in.
4 in.
3 in.
2 1/2 in.
2 in.
1 1/2 in.
1 in.
3/4 in.
1/2 in.
3/8 in.
No. 4
No. 8
No. 10
No. 16
No. 20
No. 30
No. 40
No. 50
No. 60
No 100
No. 140
No. 200
Pan
150.0
100.0
75.0
63.0
50.0
37.5
25.0
19.00
12.50
9.50
4.75
2.36
2.000
1.180
0.850
0.600
0.425
0.300
0.250
0.150
0.106
0.075
-
0.0
0.0
101.9
29.9
60.0
47.5
22.7
11.4
11.4
2.7
12.8
MC
Gravel
Sand
Fine
10%
44%
52%
4.3%
0
0
34
10.0
20.0
15.8
7.6
3.8
3.8
0.9
4.3
Cumulative
Retained (%)
Percent passing
(%)
0
0
34
44
64
80
87
91
95
95.7
100.0
100
100
66
56
36
20
13
9
5
4.3
0.0
-
Compliance
Remarks
Minimum
Maximum
-
-
Passing %
Percent Passing
100
90
80
70
60
50
40
30
20
10
0
1.00E-02
D60
D30
D10
Minimum Limit
Maximum Limit
Sieve No. 30
-
Sieve No. 40
1.00E-01
1.00E+00 Sieve Size (mm)
1.00E+01
1.00E+02
Prepared By
Reviewed By
Approved By
Norjehan Batua
Data Encoder
Mohammed Tokhi
Materials Engineer
M. Johor
Area Manager
-
ACTS Serial No:
2055234
Date:
24-Aug-21
page 2 of 2
STANDARD PRACTICE REPORT
Classification of Soils and Soil-Aggregate Mixtures for Engineering Purposes
(Unified Soil Classification System) and Highway Construction Purposes
ASTM D2487-11 and ASTM D3282-15
Jeddah South Container Terminal Upgrade
Saudi Archirodon Ltd.
ACTS GEOTECHNICAL
ACTS Jeddah Main Branch
PROJECT:
CONTRACTOR:
CONSULTANT:
CUSTOMER:
TESTED AT:
ADDITIONAL INFORMATION
ASTM D2216-10
ASTM D422 - (2007) e2
Methodology used to specify how data are recorded:
Description of Sand and Gravel Particles, Hardness
-
Specific Gravity if Unusually high or low:
-
Description of Sand and Gravel Particles, Shape
Method Used
Method A (1%)
More than one Material Type, if any.
-
Drying Temperature if different from 110±5°C
Material (size and amount) was excluded
from the test specimen.
ASTM D1140-17
Mass Less than the minimum indicated, if any:
-
ASTM C117 - 17
Date of Test:
-
Name of technician performing the test:
Aftab
Date of Test:
-
Method Used:
Method A - Soaked in Water
Method of Procedure Used
-
Length of Time the specimen was soaked, mins
-
-
-
Sieve
% Passing
% Fraction
Passing
D60, mm
6.268
Cu
21.96
Cc
1.18
Gravel
Sand
Fine
# 40
-
-
D30, mm
1.451
44%
52%
4.3%
# 30
-
-
D10, mm
0.285
ASTM
D4318-17
LL
1st Test
PL
N.P.
N.P.
PI
ASTM
D4318-17
LL
PL
PI
N.P.
2nd Test, Oven Dried
for Organic
-
-
-
CL-ML, Lower Limit
CL-ML, Upper Limit
PI-LL Limit
A-LINE
LL-50
U-LINE
Point PI-LL
Soil Classification :
ASTM D 2487
Well-Graded Sand with Gravel(SW)
ASTM D 3282
(AASHTO M145-3)
A-1-a(0)
Stone Fragments,Gravel and Sand
Remark(s):
The sample will be disposed after one week of this report date unless the client requests for extension of storage or retrieval.
This document shall not be reproduced except in full, without written approval of ACTS company.
The above results relate only to the sample(s) tested and should not be used for advertisement purposes.
Prepared By
Reviewed By
Approved By
Norjehan Batua
Data Encoder
Mohammed Tokhi
Materials Engineer
M. Johor
Area Manager
ACTS Serial No.
Reporting Date
2055235
24-Aug-21
TEST REPORT
LIQUID LIMIT, PLASTIC LIMIT & PLASTICITY INDEX OF SOILS
ASTM D4318-17
PROJECT :
Jeddah South Container Terminal Upgrade
CONTRACTOR :
Saudi Archirodon Ltd.
CONSULTANT:
-
CUSTOMER:
ACTS GEOTECHNICAL
TESTED AT:
ACTS Jeddah Main Branch
T.W.O No:
ACTS-2142872
Customer Reference:
-
ACTS Reference:
AUG2122220042
IR / WIR / RFI Number:
-
Sampling Date:
Special Specimen Selection
Process Used(if any):
Method of removing particles larger than the 425-μm (No. 40) sieve:
Specimen Preparation Used:
Wet
Drying Method Used (During Preparation of
Specimen):
Exposing to warm air currents
16-Aug-21
Testing Date:
Description of
Sample
19-Aug-21
Approximate Max
Grain Size, mm:
19
Est. Sample Retained on
425µm, %:
87
As received Water
Content, %:
Methodology used to specify how data are
recorded on the test data:
10
Sample Type:
Soil
Sample Located by:
Customer
Sample Collected / Extracted by:
ACTS
Type of Soil (according to specification):
-
Name of Supplier / Source:
-
Reference / Specification:
-
Boring Number and Depth:
LBH-104 (3.00-3.75)
-
Name or Initials of the person(s)who
prepared and tested the samples:
Aftab
Sampling Method Used:
Sample Location, Description, Ident. and
other required info. :
ASTM D6026
-
S1
Test
Liquid Limit Method A (Multipoint Method)
Plastic Limit
Mechanical Liquid Limit Device
Metal Grooving Tool
Hand Rolled(Plastic Limit Rolling Procedure 1)
Testing Equipment Used
No. of blows, N
-
-
-
---
---
---
Container Ref.
1
2
3
-
A
B
(A) Mass of Container (g)
-
-
-
-
-
-
(B) Mass of wet soil + Container (g)
-
-
-
-
-
-
(C) Mass of dry soil + Container (g)
-
-
-
-
-
-
Moisture content %
-
-
-
-
-
-
Plastic (PL) =
Limits
Liquid (LL) =
NP
Plasticity Index (PI)
PI = (LL - PL) =
NP
NP
Liquid Limit Chart
1.0
Requirements /
Limits
Remarks
LL
NP
-
-
PL
NP
-
-
PI
NP
-
-
0.9
Moisture Content
Test Result
0.8
0.7
0.6
NONPLASTIC
0.5
0.4
0.3
0.2
0.1
0.0
10
25
No. of Blows/Drops, N
The sample will be disposed after one week of this report date unless the client requests for extension of storage or retrieval.
This document shall not be reproduced except in full, without written approval of ACTS company.
The above results relate only to the sample(s) tested and should not be used for advertisement purposes.
Prepared By
Reviewed By
Approved By
Norjehan Batua
Data Encoder
Mohammed Tokhi
Materials Engineer
M. Johor
Area Manager
100
Serial No.
Date:
Page:
2055263
24-Aug-2021
1 of 1
TEST REPORT
CHEMICAL ANALYSIS OF SOIL
PROJECT :
Jeddah South Container Terminal Upgrade
CONTRACTOR :
Saudi Archirodon Ltd.
ENGINEER :
-
CUSTOMER :
TESTED AT :
ACTS GEOTECHNICAL
TWO No. :
ACTS-2142872
ACTS Ref. :
AUG2122220043
Sampled By:
ACTS
Sample Reference :
LBH-104 - S2
Sample Depth :
7.50-7.95
Sample Type :
Soil
Sample Received on :
16-Aug-2021
Sample Tested on :
22-Aug-2021
Advanced Construction Technology Services, Jeddah, KSA
Test
Test Method
Result
Units
Chloride (Cl)
BS 1377-3
0.03
%
Sulfate (SO3)
BS 1377-3
0.01
%
pH 0.01 M CaCL2
ASTM D4972
8.7
-
pH distilled water
ASTM D4972
9.1
-
Carbonate content
-
-
-
Prepared By
Checked By
Approved By
Norjehan Batua
Data Encoder
Mohammed Tokhi
Materials Engineer
M.Johor
Area Manager
ACTS Serial No.:
2055236
Reporting Date:
24-Aug-21
TEST REPORT
Laboratory Determination of Water (Moisture) Content of Soil and Rock by Mass
ASTM D2216 − 19
Jeddah South Container Terminal Upgrade
Saudi Archirodon Ltd.
ACTS GEOTECHNICAL
ACTS Jeddah Main Branch
Project:
Contractor:
Consultant:
Customer:
Tested at:
TWO No.:
ACTS-2142872
Drill Hole/Bore Hole Number:
LBH-104 (31.50-32.00)
Customer Reference:
-
Sampling Method Used:
-
IR / WIR / RFI / Number:
-
Test Method Used:
Method A (1%)
ACTS Reference:
AUG2122220044
Mention if Test Specimen contains more
than one material type (layered, etc.):
-
Sampling Date:
16-Aug-21
Mention if Any Material (size and amount)
was excluded from the Test Specimen:
-
Testing Date:
Sample Located by:
Drying Temperature if different from 110±
5°C., °C:
-
Sample Collected / Extracted by:
17-Aug-21
ACTS
Sample Type:
Soil
Source of Sample:
-
Sample Location, Identification and other
required information:
S3
Name or Initial of Person(s) who
performed the test:
Methodology used for significant digits and
rounding off numbers:
Mcms, Mass of Container and Moist Specimen,
g
491.7
Mcds, Mass of Container and Oven Dry
Specimen, g
431.8
Mc, Mass of Container, g
109.7
Mw, Mass of Water, g
59.9
Ms, Mass of Oven Dry Specimen, g
322.1
w, Water Content, %
19.0
Aftab
-
-
Remark(s):
The sample will be disposed after one week of this report date unless the client requests for extension of storage or retrieval.
This document shall not be reproduced except in full, without written approval of ACTS company.
The above results relate only to the sample(s) tested and should not be used for advertisement purposes.
Prepared By
Reviewed By
Approved By
Norjehan Batua
Data Encoder
Mohammed Tokhi
Materials Engineer
M. Johor
Area Manager
ACTS Serial No:
2055237
Reporting Date:
24-Aug-21
page 1 of 2
STANDARD PRACTICE REPORT
Classification of Soils and Soil-Aggregate Mixtures for Engineering Purposes
(Unified Soil Classification System) and Highway Construction Purposes
ASTM D2487-11 and ASTM D3282-15
Jeddah South Container Terminal Upgrade
Saudi Archirodon Ltd.
ACTS GEOTECHNICAL
ACTS Jeddah Main Branch
ACTS-2142872
TWO No.:
Task Order No.
16-Aug-21
Sample Received on :
19-Aug-21
Sample Tested on :
Soil
Sample Type :
ACTS
Sampled by :
PROJECT:
CONTRACTOR:
CONSULTANT:
CUSTOMER:
TESTED AT:
IR / WIR / RFI No.:
-
ACTS Reference:
AUG2122220045
Sample Location, Identification,
Description:
LBH-104 - S3 (31.50-32.00)
Presence of Cobbles or/and Boulders:
Standard Test Methods
Used
-
ASTM D1140-17
ASTM D2216-10, Method A
ASTM D4318-17
ASTM D6913
-
322.1
Mass of the Tested Sample
Source/Supplier:
Project Specification:
g
Sieve No.
Sieve Opening,
mm
Retained Mass Retained Mass
(g)
(%)
6 in.
4 in.
3 in.
2 1/2 in.
2 in.
1 1/2 in.
1 in.
3/4 in.
1/2 in.
3/8 in.
No. 4
No. 8
No. 10
No. 16
No. 20
No. 30
No. 40
No. 50
No. 60
No 100
No. 140
No. 200
Pan
150.0
100.0
75.0
63.0
50.0
37.5
25.0
19.00
12.50
9.50
4.75
2.36
2.000
1.180
0.850
0.600
0.425
0.300
0.250
0.150
0.106
0.075
-
0.0
0.0
102.3
50.8
51.8
33.6
19
12.0
15.2
3.7
33.7
0
0
32
15.8
16.1
10.4
5.9
3.7
4.7
1.1
10.5
MC
Gravel
Sand
Fine
19%
48%
42%
10%
Cumulative
Retained (%)
Percent passing
(%)
0
0
32
48
64
74
80
84
88
90
100.0
100
100
68
52
36
26
20
16
12
10
0.0
-
Compliance
Remarks
Minimum
Maximum
-
-
Passing %
Percent Passing
100
90
80
70
60
50
40
30
20
10
0
1.00E-02
D60
D30
D10
Minimum Limit
Maximum Limit
Sieve No. 30
-
Sieve No. 40
1.00E-01
1.00E+00 Sieve Size (mm)
1.00E+01
1.00E+02
Prepared By
Reviewed By
Approved By
Norjehan Batua
Data Encoder
Mohammed Tokhi
Materials Engineer
M. Johor
Area Manager
-
ACTS Serial No:
2055237
Date:
24-Aug-21
page 2 of 2
STANDARD PRACTICE REPORT
Classification of Soils and Soil-Aggregate Mixtures for Engineering Purposes
(Unified Soil Classification System) and Highway Construction Purposes
ASTM D2487-11 and ASTM D3282-15
Jeddah South Container Terminal Upgrade
Saudi Archirodon Ltd.
ACTS GEOTECHNICAL
ACTS Jeddah Main Branch
PROJECT:
CONTRACTOR:
CONSULTANT:
CUSTOMER:
TESTED AT:
ADDITIONAL INFORMATION
ASTM D2216-10
ASTM D422 - (2007) e2
Methodology used to specify how data are recorded:
-
Description of Sand and Gravel Particles, Shape
Description of Sand and Gravel Particles, Hardness
Method A (1%)
More than one Material Type, if any.
-
Drying Temperature if different from 110±5°C
Material (size and amount) was excluded
from the test specimen.
-
Specific Gravity if Unusually high or low:
Method Used
ASTM D1140-17
Mass Less than the minimum indicated, if any:
-
ASTM C117 - 17
Date of Test:
-
Name of technician performing the test:
Aftab
Date of Test:
-
Method Used:
Method A - Soaked in Water
Method of Procedure Used
-
Length of Time the specimen was soaked, mins
-
-
-
Sieve
% Passing
% Fraction
Passing
D60, mm
6.718
Cu
89.57
Cc
2.84
Gravel
Sand
Fine
# 40
-
-
D30, mm
1.197
48%
42%
10%
# 30
-
-
D10, mm
0.075
ASTM
D4318-17
LL
1st Test
PL
N.P.
N.P.
PI
ASTM
D4318-17
LL
PL
PI
N.P.
2nd Test, Oven Dried
for Organic
-
-
-
CL-ML, Lower Limit
CL-ML, Upper Limit
PI-LL Limit
A-LINE
LL-50
U-LINE
Point PI-LL
Soil Classification :
ASTM D 2487
Well Graded Gravel with Silt and Sand(GW-GM)
ASTM D 3282
(AASHTO M145-3)
A-1-a(0)
Stone Fragments,Gravel and Sand
Remark(s):
The sample will be disposed after one week of this report date unless the client requests for extension of storage or retrieval.
This document shall not be reproduced except in full, without written approval of ACTS company.
The above results relate only to the sample(s) tested and should not be used for advertisement purposes.
Prepared By
Reviewed By
Approved By
Norjehan Batua
Data Encoder
Mohammed Tokhi
Materials Engineer
M. Johor
Area Manager
ACTS Serial No.
Reporting Date
2055238
24-Aug-21
TEST REPORT
LIQUID LIMIT, PLASTIC LIMIT & PLASTICITY INDEX OF SOILS
ASTM D4318-17
PROJECT :
Jeddah South Container Terminal Upgrade
CONTRACTOR :
Saudi Archirodon Ltd.
CONSULTANT:
-
CUSTOMER:
ACTS GEOTECHNICAL
TESTED AT:
ACTS Jeddah Main Branch
T.W.O No:
ACTS-2142872
Customer Reference:
-
ACTS Reference:
AUG2122220046
IR / WIR / RFI Number:
-
Sampling Date:
Special Specimen Selection
Process Used(if any):
Method of removing particles larger than the 425-μm (No. 40) sieve:
Specimen Preparation Used:
Wet
Drying Method Used (During Preparation of
Specimen):
Exposing to warm air currents
16-Aug-21
Testing Date:
Description of
Sample
19-Aug-21
Approximate Max
Grain Size, mm:
19
Est. Sample Retained on
425µm, %:
80
As received Water
Content, %:
Methodology used to specify how data are
recorded on the test data:
19
Sample Type:
Soil
Sample Located by:
Customer
Sample Collected / Extracted by:
ACTS
Type of Soil (according to specification):
-
Name of Supplier / Source:
-
Reference / Specification:
-
Boring Number and Depth:
LBH-104 (31.50-32.00)
-
Name or Initials of the person(s)who
prepared and tested the samples:
Aftab
Sampling Method Used:
Sample Location, Description, Ident. and
other required info. :
S3
Test
ASTM D6026
-
Liquid Limit Method A (Multipoint Method)
Plastic Limit
Mechanical Liquid Limit Device
Metal Grooving Tool
Hand Rolled(Plastic Limit Rolling Procedure 1)
Testing Equipment Used
No. of blows, N
-
-
-
---
---
---
Container Ref.
1
2
3
-
A
B
(A) Mass of Container (g)
-
-
-
-
-
-
(B) Mass of wet soil + Container (g)
-
-
-
-
-
-
(C) Mass of dry soil + Container (g)
-
-
-
-
-
-
Moisture content %
-
-
-
-
-
-
Plastic (PL) =
Limits
Liquid (LL) =
NP
Plasticity Index (PI)
PI = (LL - PL) =
NP
NP
Liquid Limit Chart
1.0
Requirements /
Limits
Remarks
LL
NP
-
-
PL
NP
-
-
PI
NP
-
-
0.9
Moisture Content
Test Result
0.8
0.7
0.6
NONPLASTIC
0.5
0.4
0.3
0.2
0.1
0.0
10
25
No. of Blows/Drops, N
The sample will be disposed after one week of this report date unless the client requests for extension of storage or retrieval.
This document shall not be reproduced except in full, without written approval of ACTS company.
The above results relate only to the sample(s) tested and should not be used for advertisement purposes.
Prepared By
Reviewed By
Approved By
Norjehan Batua
Data Encoder
Mohammed Tokhi
Materials Engineer
M. Johor
Area Manager
100
Serial No.
Date:
Page :
19-Jan-7527
24-Aug-2021
1 of 1
TEST REPORT
POINT LOAD STRENGTH INDEX OF ROCK
(A.S.T.M. D 5731)
PROJECT :
Jeddah South Container Terminal Upgrade
CONTRACTOR :
Saudi Archirodon Ltd.
ENGINEER :
CUSTOMER :
ACTS GEOTECHNICAL
TESTED AT :
ACTS Jeddah Main Branch
TWO No :
Sample Received on :
Sample Type :
Sampled by :
Device used :
Sample moisture condition :
Sample Location :
Sample Tested on :
ACTS-2142872
16/Aug/2021
Rock
ACTS
Matest Digital Point load Tester ,Model # A125
As Received
LBH-104 - S4 (34.40-34.50)
21/Aug/2021
Sample Ref.
-
-
-
-
-
Axial
-
-
-
-
Sample Moisture Content (%)
0.1
-
-
-
-
Sample width, W (mm)
Test type
62.3
-
-
-
-
Platen separation, D (mm)
39.6
-
-
-
-
Length/Diameter Ratio
0.636
-
-
-
-
3141.2
-
-
-
-
2
2
De (mm )
Equivalent diameter De,
56.0
-
-
-
-
4470.0
-
-
-
-
Uncorrected Point load index, Is (MPa)
1.42
-
-
-
-
Estimated uniaxial comp. strength, MPa
29.78
-
-
-
-
Size correction factor,F
1.053
-
-
-
-
Corrected point load index, Is(50) (MPa)
1.50
-
-
-
-
Failure load, P (N)
Average Corrected Point Load Index , Is(50) , MPa
1.50
Strength Classification
High
PREPARED BY
CHECKED BY
APPROVED BY
Norjehan Batua
Data Encoder
Mohammed Tokhi
Materials Engineer
M.Johor
Area Manager
Serial No.
Date:
Page :
20-Jan-7527
24-Aug-2021
1 of 1
TEST REPORT
POINT LOAD STRENGTH INDEX OF ROCK
(A.S.T.M. D 5731)
PROJECT :
Jeddah South Container Terminal Upgrade
CONTRACTOR :
Saudi Archirodon Ltd.
ENGINEER :
CUSTOMER :
ACTS GEOTECHNICAL
TESTED AT :
ACTS Jeddah Main Branch
TWO No :
Sample Received on :
Sample Type :
Sampled by :
Device used :
Sample moisture condition :
Sample Location :
Sample Tested on :
ACTS-2142872
16/Aug/2021
Rock
ACTS
Matest Digital Point load Tester ,Model # A125
As Received
LBH-104 - S5 (42.60-42.70)
21/Aug/2021
Sample Ref.
-
-
-
-
-
Axial
-
-
-
-
Sample Moisture Content (%)
0.1
-
-
-
-
Sample width, W (mm)
Test type
62.5
-
-
-
-
Platen separation, D (mm)
38.5
-
-
-
-
Length/Diameter Ratio
0.616
-
-
-
-
3063.7
-
-
-
-
2
2
De (mm )
Equivalent diameter De,
55.4
-
-
-
-
4570.0
-
-
-
-
Uncorrected Point load index, Is (MPa)
1.49
-
-
-
-
Estimated uniaxial comp. strength, MPa
30.93
-
-
-
-
Size correction factor,F
1.047
-
-
-
-
Corrected point load index, Is(50) (MPa)
1.56
-
-
-
-
Failure load, P (N)
Average Corrected Point Load Index , Is(50) , MPa
1.56
Strength Classification
High
PREPARED BY
CHECKED BY
APPROVED BY
Norjehan Batua
Data Encoder
Mohammed Tokhi
Materials Engineer
M.Johor
Area Manager
Serial No.
Date:
Page:
2055259
24-Aug-2021
1 of 1
TEST REPORT
CHEMICAL ANALYSIS OF SOIL
PROJECT :
Jeddah South Container Terminal Upgrade
CONTRACTOR :
Saudi Archirodon Ltd.
ENGINEER :
-
CUSTOMER :
TESTED AT :
ACTS GEOTECHNICAL
TWO No. :
ACTS-2142874
ACTS Ref. :
AUG2122220058
Sampled By:
ACTS
Sample Reference :
LBH-105 - S1
Sample Depth :
2.25-2.70
Sample Type :
Soil
Sample Received on :
16-Aug-2021
Sample Tested on :
22-Aug-2021
Advanced Construction Technology Services, Jeddah, KSA
Test
Test Method
Result
Units
Chloride (Cl)
BS 1377-3
0.01
%
Sulfate (SO3)
BS 1377-3
0.03
%
pH 0.01 M CaCL2
ASTM D4972
8.8
-
pH distilled water
ASTM D4972
9.2
-
Carbonate content
-
-
-
Prepared By
Checked By
Approved By
Norjehan Batua
Data Encoder
Mohammed Tokhi
Materials Engineer
M.Johor
Area Manager
ACTS Serial No.:
2055249
Reporting Date:
24-Aug-21
TEST REPORT
Laboratory Determination of Water (Moisture) Content of Soil and Rock by Mass
ASTM D2216 − 19
Jeddah South Container Terminal Upgrade
Saudi Archirodon Ltd.
ACTS GEOTECHNICAL
ACTS Jeddah Main Branch
Project:
Contractor:
Consultant:
Customer:
Tested at:
TWO No.:
ACTS-2142874
Drill Hole/Bore Hole Number:
LBH-105 (9.00-9.45)
Customer Reference:
-
Sampling Method Used:
-
IR / WIR / RFI / Number:
-
Test Method Used:
Method A (1%)
ACTS Reference:
AUG2122220059
Mention if Test Specimen contains more
than one material type (layered, etc.):
-
Sampling Date:
16-Aug-21
Mention if Any Material (size and amount)
was excluded from the Test Specimen:
-
Testing Date:
Sample Located by:
Drying Temperature if different from 110±
5°C., °C:
-
Sample Collected / Extracted by:
17-Aug-21
ACTS
Sample Type:
Soil
Source of Sample:
-
Sample Location, Identification and other
required information:
S2
Name or Initial of Person(s) who
performed the test:
Methodology used for significant digits and
rounding off numbers:
Mcms, Mass of Container and Moist Specimen,
g
622.2
Mcds, Mass of Container and Oven Dry
Specimen, g
520.4
Mc, Mass of Container, g
115.9
Mw, Mass of Water, g
101.8
Ms, Mass of Oven Dry Specimen, g
404.5
w, Water Content, %
25.0
Aftab
-
-
Remark(s):
The sample will be disposed after one week of this report date unless the client requests for extension of storage or retrieval.
This document shall not be reproduced except in full, without written approval of ACTS company.
The above results relate only to the sample(s) tested and should not be used for advertisement purposes.
Prepared By
Reviewed By
Approved By
Norjehan Batua
Data Encoder
Mohammed Tokhi
Materials Engineer
M. Johor
Area Manager
ACTS Serial No:
2055250
Reporting Date:
24-Aug-21
page 1 of 2
STANDARD PRACTICE REPORT
Classification of Soils and Soil-Aggregate Mixtures for Engineering Purposes
(Unified Soil Classification System) and Highway Construction Purposes
ASTM D2487-11 and ASTM D3282-15
Jeddah South Container Terminal Upgrade
Saudi Archirodon Ltd.
ACTS GEOTECHNICAL
ACTS Jeddah Main Branch
ACTS-2142874
TWO No.:
Task Order No.
16-Aug-21
Sample Received on :
19-Aug-21
Sample Tested on :
Soil
Sample Type :
ACTS
Sampled by :
PROJECT:
CONTRACTOR:
CONSULTANT:
CUSTOMER:
TESTED AT:
IR / WIR / RFI No.:
-
ACTS Reference:
AUG2122220060
Sample Location, Identification,
Description:
LBH-105 - S2 (9.00-9.45)
Presence of Cobbles or/and Boulders:
Standard Test Methods
Used
-
ASTM D1140-17
ASTM D2216-10, Method A
ASTM D4318-17
ASTM D6913
-
404.5
Mass of the Tested Sample
Source/Supplier:
Project Specification:
g
Sieve No.
Sieve Opening,
mm
Retained Mass Retained Mass
(g)
(%)
6 in.
4 in.
3 in.
2 1/2 in.
2 in.
1 1/2 in.
1 in.
3/4 in.
1/2 in.
3/8 in.
No. 4
No. 8
No. 10
No. 16
No. 20
No. 30
No. 40
No. 50
No. 60
No 100
No. 140
No. 200
Pan
150.0
100.0
75.0
63.0
50.0
37.5
25.0
19.00
12.50
9.50
4.75
2.36
2.000
1.180
0.850
0.600
0.425
0.300
0.250
0.150
0.106
0.075
-
0.0
0.0
3.1
0.2
9.6
22.4
53.2
116.4
129.8
23.1
46.7
0
0
1
0.0
2.4
5.5
13.2
28.8
32.1
5.7
11.5
MC
Gravel
Sand
Fine
25%
1%
87%
12%
Cumulative
Retained (%)
Percent passing
(%)
0
0
1
1
3
9
22
51
83
88
100.0
100
100
99
99
97
91
78
49
17
12
0.0
-
Compliance
Remarks
Minimum
Maximum
-
-
Passing %
Percent Passing
100
90
80
70
60
50
40
30
20
10
0
1.00E-02
D60
D30
D10
Minimum Limit
Maximum Limit
Sieve No. 30
D10, Extrapolation
Sieve No. 40
1.00E-01
1.00E+00 Sieve Size (mm)
1.00E+01
1.00E+02
Prepared By
Reviewed By
Approved By
Norjehan Batua
Data Encoder
Mohammed Tokhi
Materials Engineer
M. Johor
Area Manager
-
ACTS Serial No:
2055250
Date:
24-Aug-21
page 2 of 2
STANDARD PRACTICE REPORT
Classification of Soils and Soil-Aggregate Mixtures for Engineering Purposes
(Unified Soil Classification System) and Highway Construction Purposes
ASTM D2487-11 and ASTM D3282-15
Jeddah South Container Terminal Upgrade
Saudi Archirodon Ltd.
ACTS GEOTECHNICAL
ACTS Jeddah Main Branch
PROJECT:
CONTRACTOR:
CONSULTANT:
CUSTOMER:
TESTED AT:
ADDITIONAL INFORMATION
ASTM D2216-10
ASTM D422 - (2007) e2
Methodology used to specify how data are recorded:
Description of Sand and Gravel Particles, Hardness
-
Specific Gravity if Unusually high or low:
-
Description of Sand and Gravel Particles, Shape
Method Used
Method A (1%)
More than one Material Type, if any.
-
Drying Temperature if different from 110±5°C
Material (size and amount) was excluded
from the test specimen.
ASTM D1140-17
Mass Less than the minimum indicated, if any:
-
ASTM C117 - 17
Date of Test:
-
Name of technician performing the test:
Aftab
Date of Test:
-
Method Used:
Method A - Soaked in Water
Method of Procedure Used
-
Length of Time the specimen was soaked, mins
-
-
-
Sieve
Gravel
1%
% Passing
% Fraction
Passing
D60, mm
0.306
Cu
4.68
Cc
1.13
Sand
Fine
# 40
-
-
D30, mm
0.150
87%
12%
# 30
-
-
D10, mm
0.065
ASTM
D4318-17
LL
1st Test
PL
N.P.
N.P.
PI
ASTM
D4318-17
LL
PL
PI
N.P.
2nd Test, Oven Dried
for Organic
-
-
-
CL-ML, Lower Limit
CL-ML, Upper Limit
PI-LL Limit
A-LINE
LL-50
U-LINE
Point PI-LL
Soil Classification :
ASTM D 2487
Poorly Graded Sand with Silt (SP-SM)
ASTM D 3282
A-2-4(0)
Silty or Clayey Gravel and Sand
(AASHTO M145-3)
Remark(s): As per ASTM D2487 − 17 Note 9, It may be necessary to extrapolate the curve to obtain the D10 diameter.
The sample will be disposed after one week of this report date unless the client requests for extension of storage or retrieval.
This document shall not be reproduced except in full, without written approval of ACTS company.
The above results relate only to the sample(s) tested and should not be used for advertisement purposes.
Prepared By
Reviewed By
Approved By
Norjehan Batua
Data Encoder
Mohammed Tokhi
Materials Engineer
M. Johor
Area Manager
ACTS Serial No.
Reporting Date
2055251
24-Aug-21
TEST REPORT
LIQUID LIMIT, PLASTIC LIMIT & PLASTICITY INDEX OF SOILS
ASTM D4318-17
PROJECT :
Jeddah South Container Terminal Upgrade
CONTRACTOR :
Saudi Archirodon Ltd.
CONSULTANT:
-
CUSTOMER:
ACTS GEOTECHNICAL
TESTED AT:
ACTS Jeddah Main Branch
T.W.O No:
ACTS-2142874
Customer Reference:
-
ACTS Reference:
AUG2122220061
IR / WIR / RFI Number:
-
Sampling Date:
Special Specimen Selection
Process Used(if any):
Method of removing particles larger than the 425-μm (No. 40) sieve:
Specimen Preparation Used:
Wet
Drying Method Used (During Preparation of
Specimen):
Exposing to warm air currents
16-Aug-21
Testing Date:
Description of
Sample
21-Aug-21
Approximate Max
Grain Size, mm:
19
Est. Sample Retained on
425µm, %:
22
As received Water
Content, %:
Methodology used to specify how data are
recorded on the test data:
25
Sample Type:
Soil
Sample Located by:
Customer
Sample Collected / Extracted by:
ACTS
Type of Soil (according to specification):
-
Name of Supplier / Source:
-
Reference / Specification:
-
Boring Number and Depth:
LBH-105 (9.00-9.45)
-
Name or Initials of the person(s)who
prepared and tested the samples:
Aftab
Sampling Method Used:
Sample Location, Description, Ident. and
other required info. :
S2
Test
ASTM D6026
-
Liquid Limit Method A (Multipoint Method)
Plastic Limit
Mechanical Liquid Limit Device
Metal Grooving Tool
Hand Rolled(Plastic Limit Rolling Procedure 1)
Testing Equipment Used
No. of blows, N
-
-
-
---
---
---
Container Ref.
1
2
3
-
A
B
(A) Mass of Container (g)
-
-
-
-
-
-
(B) Mass of wet soil + Container (g)
-
-
-
-
-
-
(C) Mass of dry soil + Container (g)
-
-
-
-
-
-
Moisture content %
-
-
-
-
-
-
Plastic (PL) =
Limits
Liquid (LL) =
NP
Plasticity Index (PI)
PI = (LL - PL) =
NP
NP
Liquid Limit Chart
1.0
Requirements /
Limits
Remarks
LL
NP
-
-
PL
NP
-
-
PI
NP
-
-
0.9
Moisture Content
Test Result
0.8
0.7
0.6
NONPLASTIC
0.5
0.4
0.3
0.2
0.1
0.0
10
25
No. of Blows/Drops, N
The sample will be disposed after one week of this report date unless the client requests for extension of storage or retrieval.
This document shall not be reproduced except in full, without written approval of ACTS company.
The above results relate only to the sample(s) tested and should not be used for advertisement purposes.
Prepared By
Reviewed By
Approved By
Norjehan Batua
Data Encoder
Mohammed Tokhi
Materials Engineer
M. Johor
Area Manager
100
ACTS Serial No.:
2055252
Reporting Date:
24-Aug-21
TEST REPORT
Laboratory Determination of Water (Moisture) Content of Soil and Rock by Mass
ASTM D2216 − 19
Jeddah South Container Terminal Upgrade
Saudi Archirodon Ltd.
ACTS GEOTECHNICAL
ACTS Jeddah Main Branch
Project:
Contractor:
Consultant:
Customer:
Tested at:
TWO No.:
ACTS-2142874
Drill Hole/Bore Hole Number:
LBH-105 (22.50-23.00)
Customer Reference:
-
Sampling Method Used:
-
IR / WIR / RFI / Number:
-
Test Method Used:
Method A (1%)
ACTS Reference:
AUG2122220062
Mention if Test Specimen contains more
than one material type (layered, etc.):
-
Sampling Date:
16-Aug-21
Mention if Any Material (size and amount)
was excluded from the Test Specimen:
-
Testing Date:
Sample Located by:
Drying Temperature if different from 110±
5°C., °C:
-
Sample Collected / Extracted by:
17-Aug-21
ACTS
Sample Type:
Soil
Source of Sample:
-
Sample Location, Identification and other
required information:
S3
Name or Initial of Person(s) who
performed the test:
Methodology used for significant digits and
rounding off numbers:
Mcms, Mass of Container and Moist Specimen,
g
499.3
Mcds, Mass of Container and Oven Dry
Specimen, g
443.8
Mc, Mass of Container, g
106.0
Mw, Mass of Water, g
55.5
Ms, Mass of Oven Dry Specimen, g
337.8
w, Water Content, %
16.0
Aftab
-
-
Remark(s):
The sample will be disposed after one week of this report date unless the client requests for extension of storage or retrieval.
This document shall not be reproduced except in full, without written approval of ACTS company.
The above results relate only to the sample(s) tested and should not be used for advertisement purposes.
Prepared By
Reviewed By
Approved By
Norjehan Batua
Data Encoder
Mohammed Tokhi
Materials Engineer
M. Johor
Area Manager
ACTS Serial No:
2055253
Reporting Date:
24-Aug-21
page 1 of 2
STANDARD PRACTICE REPORT
Classification of Soils and Soil-Aggregate Mixtures for Engineering Purposes
(Unified Soil Classification System) and Highway Construction Purposes
ASTM D2487-11 and ASTM D3282-15
Jeddah South Container Terminal Upgrade
Saudi Archirodon Ltd.
ACTS GEOTECHNICAL
ACTS Jeddah Main Branch
ACTS-2142874
TWO No.:
Task Order No.
16-Aug-21
Sample Received on :
19-Aug-21
Sample Tested on :
Soil
Sample Type :
ACTS
Sampled by :
PROJECT:
CONTRACTOR:
CONSULTANT:
CUSTOMER:
TESTED AT:
IR / WIR / RFI No.:
-
ACTS Reference:
AUG2122220063
Sample Location, Identification,
Description:
LBH-105 - S3 (22.50-23.00)
Presence of Cobbles or/and Boulders:
Standard Test Methods
Used
-
ASTM D1140-17
ASTM D2216-10, Method A
ASTM D4318-17
ASTM D6913
-
337.8
Mass of the Tested Sample
Source/Supplier:
Project Specification:
g
Sieve No.
Sieve Opening,
mm
Retained Mass Retained Mass
(g)
(%)
6 in.
4 in.
3 in.
2 1/2 in.
2 in.
1 1/2 in.
1 in.
3/4 in.
1/2 in.
3/8 in.
No. 4
No. 8
No. 10
No. 16
No. 20
No. 30
No. 40
No. 50
No. 60
No 100
No. 140
No. 200
Pan
150.0
100.0
75.0
63.0
50.0
37.5
25.0
19.00
12.50
9.50
4.75
2.36
2.000
1.180
0.850
0.600
0.425
0.300
0.250
0.150
0.106
0.075
-
0.0
0.0
2.1
22.5
74.9
61.9
47.0
55.5
14.6
59.3
0
0
0.6
6.7
22.2
18.3
13.9
16.4
4.3
17.6
MC
Gravel
Sand
Fine
16%
1%
81%
18%
Cumulative
Retained (%)
Percent passing
(%)
0
0
1
7
29
48
62
78
82
100.0
100
100
99
93
71
52
38
22
18
0.0
-
Compliance
Remarks
Minimum
Maximum
-
-
Passing %
Percent Passing
100
90
80
70
60
50
40
30
20
10
0
1.00E-02
D60
D30
D10
Minimum Limit
Maximum Limit
Sieve No. 30
D10, Extrapolation
Sieve No. 40
1.00E-01
1.00E+00 Sieve Size (mm)
1.00E+01
1.00E+02
Prepared By
Reviewed By
Approved By
Encoder
Data Encoder
Mohammed Tokhi
Materials Engineer
M. Johor
Area Manager
-
ACTS Serial No:
2055253
Date:
24-Aug-21
page 2 of 2
STANDARD PRACTICE REPORT
Classification of Soils and Soil-Aggregate Mixtures for Engineering Purposes
(Unified Soil Classification System) and Highway Construction Purposes
ASTM D2487-11 and ASTM D3282-15
Jeddah South Container Terminal Upgrade
Saudi Archirodon Ltd.
ACTS GEOTECHNICAL
ACTS Jeddah Main Branch
PROJECT:
CONTRACTOR:
CONSULTANT:
CUSTOMER:
TESTED AT:
ADDITIONAL INFORMATION
ASTM D2216-10
ASTM D422 - (2007) e2
Methodology used to specify how data are recorded:
Description of Sand and Gravel Particles, Hardness
-
Specific Gravity if Unusually high or low:
-
Description of Sand and Gravel Particles, Shape
Method Used
Method A (1%)
More than one Material Type, if any.
-
Drying Temperature if different from 110±5°C
Material (size and amount) was excluded
from the test specimen.
ASTM D1140-17
Mass Less than the minimum indicated, if any:
-
ASTM C117 - 17
Date of Test:
-
Name of technician performing the test:
Aftab
Date of Test:
-
Method Used:
Method A - Soaked in Water
Method of Procedure Used
-
Length of Time the specimen was soaked, mins
-
-
-
Sieve
Gravel
1%
% Passing
% Fraction
Passing
D60, mm
0.569
Cu
-
Cc
-
Sand
Fine
# 40
-
-
D30, mm
0.163
81%
18%
# 30
-
-
D10, mm
-
ASTM
D4318-17
LL
1st Test
PL
N.P.
N.P.
PI
ASTM
D4318-17
LL
PL
PI
N.P.
2nd Test, Oven Dried
for Organic
-
-
-
CL-ML, Lower Limit
CL-ML, Upper Limit
PI-LL Limit
A-LINE
LL-50
U-LINE
Point PI-LL
Soil Classification :
ASTM D 2487
Silty Sand(SM)
ASTM D 3282
(AASHTO M145-3)
A-2-4(0)
Silty or Clayey Gravel and Sand
Remark(s):
The sample will be disposed after one week of this report date unless the client requests for extension of storage or retrieval.
This document shall not be reproduced except in full, without written approval of ACTS company.
The above results relate only to the sample(s) tested and should not be used for advertisement purposes.
Prepared By
Reviewed By
Approved By
Encoder
Data Encoder
Mohammed Tokhi
Materials Engineer
M. Johor
Area Manager
ACTS Serial No.
Reporting Date
2055254
24-Aug-21
TEST REPORT
LIQUID LIMIT, PLASTIC LIMIT & PLASTICITY INDEX OF SOILS
ASTM D4318-17
PROJECT :
Jeddah South Container Terminal Upgrade
CONTRACTOR :
Saudi Archirodon Ltd.
CONSULTANT:
-
CUSTOMER:
ACTS GEOTECHNICAL
TESTED AT:
ACTS Jeddah Main Branch
T.W.O No:
ACTS-2142874
Customer Reference:
-
ACTS Reference:
AUG2122220064
IR / WIR / RFI Number:
-
Sampling Date:
Special Specimen Selection
Process Used(if any):
Method of removing particles larger than the 425-μm (No. 40) sieve:
Specimen Preparation Used:
Wet
Drying Method Used (During Preparation of
Specimen):
Exposing to warm air currents
16-Aug-21
Testing Date:
Description of
Sample
19-Aug-21
Approximate Max
Grain Size, mm:
9.5
Est. Sample Retained on
425µm, %:
48
As received Water
Content, %:
Methodology used to specify how data are
recorded on the test data:
16
Sample Type:
Soil
Sample Located by:
Customer
Sample Collected / Extracted by:
ACTS
Type of Soil (according to specification):
-
Name of Supplier / Source:
-
Reference / Specification:
-
Boring Number and Depth:
LBH-105 (22.50-23.00)
-
Name or Initials of the person(s)who
prepared and tested the samples:
Aftab
Sampling Method Used:
Sample Location, Description, Ident. and
other required info. :
S3
Test
ASTM D6026
-
Liquid Limit Method A (Multipoint Method)
Plastic Limit
Mechanical Liquid Limit Device
Metal Grooving Tool
Hand Rolled(Plastic Limit Rolling Procedure 1)
Testing Equipment Used
No. of blows, N
-
-
-
---
---
---
Container Ref.
1
2
3
-
A
B
(A) Mass of Container (g)
-
-
-
-
-
-
(B) Mass of wet soil + Container (g)
-
-
-
-
-
-
(C) Mass of dry soil + Container (g)
-
-
-
-
-
-
Moisture content %
-
-
-
-
-
-
Plastic (PL) =
Limits
Liquid (LL) =
NP
Plasticity Index (PI)
PI = (LL - PL) =
NP
NP
Liquid Limit Chart
1.0
Requirements /
Limits
Remarks
LL
NP
-
-
PL
NP
-
-
PI
NP
-
-
0.9
Moisture Content
Test Result
0.8
0.7
0.6
NONPLASTIC
0.5
0.4
0.3
0.2
0.1
0.0
10
25
No. of Blows/Drops, N
The sample will be disposed after one week of this report date unless the client requests for extension of storage or retrieval.
This document shall not be reproduced except in full, without written approval of ACTS company.
The above results relate only to the sample(s) tested and should not be used for advertisement purposes.
Prepared By
Reviewed By
Approved By
Norjehan Batua
Data Encoder
Mohammed Tokhi
Materials Engineer
M. Johor
Area Manager
100
Serial No.
Date:
Page :
4-Feb-7527
24-Aug-2021
1 of 1
TEST REPORT
POINT LOAD STRENGTH INDEX OF ROCK
(A.S.T.M. D 5731)
PROJECT :
Jeddah South Container Terminal Upgrade
CONTRACTOR :
Saudi Archirodon Ltd.
ENGINEER :
CUSTOMER :
ACTS GEOTECHNICAL
TESTED AT :
ACTS Jeddah Main Branch
TWO No :
Sample Received on :
Sample Type :
Sampled by :
Device used :
Sample moisture condition :
Sample Location :
Sample Tested on :
ACTS-2142874
16/Aug/2021
Rock
ACTS
Matest Digital Point load Tester ,Model # A125
As Received
LBH-105 - S4 (34.30-34.50)
21/Aug/2021
Sample Ref.
-
-
-
-
-
Axial
-
-
-
-
Sample Moisture Content (%)
0.3
-
-
-
-
Sample width, W (mm)
Test type
63.3
-
-
-
-
Platen separation, D (mm)
47.8
-
-
-
-
Length/Diameter Ratio
0.755
-
-
-
-
3852.5
-
-
-
-
2
2
De (mm )
Equivalent diameter De,
62.1
-
-
-
-
11220.0
-
-
-
-
Uncorrected Point load index, Is (MPa)
2.91
-
-
-
-
Estimated uniaxial comp. strength, MPa
65.14
-
-
-
-
Size correction factor,F
1.102
-
-
-
-
Corrected point load index, Is(50) (MPa)
3.21
-
-
-
-
Failure load, P (N)
3.21
Average Corrected Point Load Index , Is(50) , MPa
Very High
Strength Classification
PREPARED BY
CHECKED BY
APPROVED BY
Norjehan Batua
Data Encoder
Mohammed Tokhi
Materials Engineer
M.Johor
Area Manager
ACTS Serial No.:
2052791
Reporting Date:
16-Aug-21
TEST REPORT
Laboratory Determination of Water (Moisture) Content of Soil and Rock by Mass
ASTM D2216 − 19
Jeddah South Container Terminal Upgrade
Saudi Archirodon Ltd.
ACTS GEOTECHNICAL
ACTS Jeddah Main Branch
Project:
Contractor:
Consultant:
Customer:
Tested at:
TWO No.:
ACTS-2142544
Drill Hole/Bore Hole Number:
-
Customer Reference:
-
Sampling Method Used:
-
IR / WIR / RFI / Number:
-
Test Method Used:
Method A (1%)
ACTS Reference:
AUG2115150317
Mention if Test Specimen contains more
than one material type (layered, etc.):
-
Sampling Date:
11-Aug-21
Mention if Any Material (size and amount)
was excluded from the Test Specimen:
-
Testing Date:
Sample Located by:
Drying Temperature if different from 110±
5°C., °C:
-
Sample Collected / Extracted by:
12-Aug-21
ACTS
Sample Type:
Soil
Source of Sample:
-
Sample Location, Identification and other
required information:
LBH-106 - S1 (2.25-2.70)
Name or Initial of Person(s) who
performed the test:
Methodology used for significant digits and
rounding off numbers:
Mcms, Mass of Container and Moist Specimen,
g
833.4
Mcds, Mass of Container and Oven Dry
Specimen, g
774.6
Mc, Mass of Container, g
304.1
Mw, Mass of Water, g
58.8
Ms, Mass of Oven Dry Specimen, g
470.5
w, Water Content, %
12.0
Aftab
-
-
Remark(s):
-
The sample will be disposed after one week of this report date unless the client requests for extension of storage or retrieval.
This document shall not be reproduced except in full, without written approval of ACTS company.
The above results relate only to the sample(s) tested and should not be used for advertisement purposes.
Prepared By
Reviewed By
Approved By
Norjehan Batua
Data Encoder
Mohammed Tokhi
Materials Engineer
M. Johor
Area Manager
ACTS Serial No:
2052792
Reporting Date:
16-Aug-21
page 1 of 2
STANDARD PRACTICE REPORT
Classification of Soils and Soil-Aggregate Mixtures for Engineering Purposes
(Unified Soil Classification System) and Highway Construction Purposes
ASTM D2487-11 and ASTM D3282-15
Jeddah South Container Terminal Upgrade
Saudi Archirodon Ltd.
ACTS GEOTECHNICAL
ACTS Jeddah Main Branch
ACTS-2142544
TWO No.:
Task Order No.
11-Aug-21
Sample Received on :
11-Aug-21
Sample Tested on :
Soil
Sample Type :
ACTS
Sampled by :
PROJECT:
CONTRACTOR:
CONSULTANT:
CUSTOMER:
TESTED AT:
IR / WIR / RFI No.:
-
ACTS Reference:
AUG2115150318
Sample Location, Identification,
Description:
LBH-106 - S1 (2.25-2.70)
Presence of Cobbles or/and Boulders:
Standard Test Methods
Used
-
ASTM D1140-17
ASTM D2216-10, Method A
ASTM D4318-17
ASTM D6913
-
470.5
Mass of the Tested Sample
Source/Supplier:
Project Specification:
g
Sieve No.
Sieve Opening,
mm
Retained Mass Retained Mass
(g)
(%)
6 in.
4 in.
3 in.
2 1/2 in.
2 in.
1 1/2 in.
1 in.
3/4 in.
1/2 in.
3/8 in.
No. 4
No. 8
No. 10
No. 16
No. 20
No. 30
No. 40
No. 50
No. 60
No 100
No. 140
No. 200
Pan
150.0
100.0
75.0
63.0
50.0
37.5
25.0
19.00
12.50
9.50
4.75
2.36
2.000
1.180
0.850
0.600
0.425
0.300
0.250
0.150
0.106
0.075
-
0.0
0.0
27.0
35.8
40.6
69.5
84.9
62.1
37.6
42.1
9.8
61.1
0
0
6
8
8.6
14.8
18.0
13.2
8.0
8.9
2.1
13.0
MC
Gravel
Sand
Fine
12%
22%
65%
13%
Cumulative
Retained (%)
Percent passing
(%)
0
0
6
13
22
37
55
68
76
85
87
100.0
100
100
94
87
78
63
45
32
24
15
13
0.0
-
Compliance
Remarks
Minimum
Maximum
-
-
Passing %
Percent Passing
100
90
80
70
60
50
40
30
20
10
0
1.00E-02
D60
D30
D10
Minimum Limit
Maximum Limit
Sieve No. 30
D10, Extrapolation
Sieve No. 40
1.00E-01
1.00E+00 Sieve Size (mm)
1.00E+01
1.00E+02
Prepared By
Reviewed By
Approved By
Norjehan Batua
Data Encoder
Mohammed Tokhi
Materials Engineer
M. Johor
Area Manager
-
ACTS Serial No:
2052792
Date:
16-Aug-21
page 2 of 2
STANDARD PRACTICE REPORT
Classification of Soils and Soil-Aggregate Mixtures for Engineering Purposes
(Unified Soil Classification System) and Highway Construction Purposes
ASTM D2487-11 and ASTM D3282-15
Jeddah South Container Terminal Upgrade
Saudi Archirodon Ltd.
ACTS GEOTECHNICAL
ACTS Jeddah Main Branch
PROJECT:
CONTRACTOR:
CONSULTANT:
CUSTOMER:
TESTED AT:
ADDITIONAL INFORMATION
ASTM D2216-10
ASTM D422 - (2007) e2
Methodology used to specify how data are recorded:
Description of Sand and Gravel Particles, Hardness
-
Specific Gravity if Unusually high or low:
-
Description of Sand and Gravel Particles, Shape
Method Used
Method A (1%)
More than one Material Type, if any.
-
Drying Temperature if different from 110±5°C
Material (size and amount) was excluded
from the test specimen.
ASTM D1140-17
Mass Less than the minimum indicated, if any:
-
ASTM C117 - 17
Date of Test:
-
Name of technician performing the test:
-
Date of Test:
-
Method Used:
Method A - Soaked in Water
Method of Procedure Used
-
Length of Time the specimen was soaked, mins
-
-
-
Sieve
% Passing
% Fraction
Passing
D60, mm
1.734
Cu
-
Cc
-
Gravel
Sand
Fine
# 40
-
-
D30, mm
0.372
22%
65%
13%
# 30
-
-
D10, mm
-
ASTM
D4318-17
LL
1st Test
PL
N.P.
N.P.
PI
ASTM
D4318-17
LL
PL
PI
N.P.
2nd Test, Oven Dried
for Organic
-
-
-
CL-ML, Lower Limit
CL-ML, Upper Limit
PI-LL Limit
A-LINE
LL-50
U-LINE
Point PI-LL
Soil Classification :
ASTM D 2487
Silty Sand with Gravel(SM)
ASTM D 3282
A-1-b(0)
Stone Fragments,Gravel and Sand
(AASHTO M145-3)
Remark(s): Mass of test specimen for Moisture Content is lesser than the minimum required mass indicated in ASTM D2216-10 Table 1.
The sample will be disposed after one week of this report date unless the client requests for extension of storage or retrieval.
This document shall not be reproduced except in full, without written approval of ACTS company.
The above results relate only to the sample(s) tested and should not be used for advertisement purposes.
Prepared By
Reviewed By
Approved By
Norjehan Batua
Data Encoder
Mohammed Tokhi
Materials Engineer
M. Johor
Area Manager
ACTS Serial No.
Reporting Date
2052793
16-Aug-21
TEST REPORT
LIQUID LIMIT, PLASTIC LIMIT & PLASTICITY INDEX OF SOILS
ASTM D4318-17
PROJECT :
Jeddah South Container Terminal Upgrade
CONTRACTOR :
Saudi Archirodon Ltd.
CONSULTANT:
-
CUSTOMER:
ACTS GEOTECHNICAL
TESTED AT:
ACTS Jeddah Main Branch
T.W.O No:
ACTS-2142544
Customer Reference:
-
ACTS Reference:
AUG2115150319
IR / WIR / RFI Number:
-
Sampling Date:
Special Specimen Selection
Process Used(if any):
Method of removing particles larger than the 425-μm (No. 40) sieve:
Specimen Preparation Used:
Wet
Drying Method Used (During Preparation of
Specimen):
Exposing to warm air currents
11-Aug-21
Testing Date:
Description of
Sample
12-Aug-21
Approximate Max
Grain Size, mm:
25
Est. Sample Retained on
425µm, %:
66
As received Water
Content, %:
Methodology used to specify how data are
recorded on the test data:
12
Sample Type:
Soil
Sample Located by:
Customer
Sample Collected / Extracted by:
ACTS
Type of Soil (according to specification):
-
Name of Supplier / Source:
-
Reference / Specification:
-
Boring Number and Depth:
LBH-106 - 2.25-2.70
-
Name or Initials of the person(s)who
prepared and tested the samples:
-
Sampling Method Used:
Sample Location, Description, Ident. and
other required info. :
LBH-106 - S1
Test
ASTM D6026
-
Liquid Limit Method A (Multipoint Method)
Plastic Limit
Mechanical Liquid Limit Device
Metal Grooving Tool
Hand Rolled(Plastic Limit Rolling Procedure 1)
Testing Equipment Used
No. of blows, N
-
-
-
---
---
---
Container Ref.
1
2
3
-
A
B
(A) Mass of Container (g)
-
-
-
-
-
-
(B) Mass of wet soil + Container (g)
-
-
-
-
-
-
(C) Mass of dry soil + Container (g)
-
-
-
-
-
-
Moisture content %
-
-
-
-
-
-
Plastic (PL) =
Limits
Liquid (LL) =
NP
Plasticity Index (PI)
PI = (LL - PL) =
NP
NP
Liquid Limit Chart
1.0
Requirements /
Limits
Remarks
LL
NP
-
-
PL
NP
-
-
PI
NP
-
-
0.9
Moisture Content
Test Result
0.8
0.7
0.6
NONPLASTIC
0.5
0.4
0.3
0.2
0.1
0.0
10
25
No. of Blows/Drops, N
The sample will be disposed after one week of this report date unless the client requests for extension of storage or retrieval.
This document shall not be reproduced except in full, without written approval of ACTS company.
The above results relate only to the sample(s) tested and should not be used for advertisement purposes.
Prepared By
Reviewed By
Approved By
Norjehan Batua
Data Encoder
Mohammed Tokhi
Materials Engineer
M. Johor
Area Manager
100
Serial No.
Date
Page
2052794
16-Aug-2021
1 of 1
TEST REPORT
SPECIFIC GRAVITY OF SOIL SOLIDS BY WATER PYCNOMETER
(ASTM D-854)
:
:
:
:
:
Project
Contractor
Consultant
Client
Tested At
Jeddah South Container Terminal Upgrade
Saudi Archirodon Ltd.
ACTS GEOTECHNICAL
ACTS Jeddah Main Branch
TWO No.
ACTS-2142544
Sampled By
Sample Received on :
ACTS
11-Aug-2021
Sample Tested on:
14-Aug-2021
Sample type:
Soil
Sample Reference:
LBH-106 - S1
Sample Depth:
(2.25-2.70)
ACTS Reference:
AUG2115150320
Retained 4.75 mm (%)
22.0
Weight of Dry Aggregate (g)
-
Weight of aggregate in Water (g)
-
Passing 4.75 mm (%)
78.0
Weight of Pycnometer + Soil +
Water (g)
369.50
Weight of Pycnometer + Water (g)
337.89
Weight of Dry Soil (g)
50.3
23.5
Temperature (T oC)
-
Temperature (T oC)
Temperature Coefficient (K)
-
Temperature Coefficient (K)
Apparent Specific Gravity at Test
Temperature
-
Specific Gravity at Test
Temperature
2.691
Apparent Specific Gravity at 20 oC
-
Specific Gravity at 20 oC
2.689
Specific Gravity
-
0.99921
Prepared by
Checked by
Approved By
Norjehan Batua
Data Encoder
Mohammed Tokhi
Materials Engineer
M. Johor
Area Manager
Serial No.
Date:
Page:
2053023
17-Aug-2021
1 of 1
TEST REPORT
CHEMICAL ANALYSIS OF SOIL
PROJECT :
Jeddah South Container Terminal Upgrade
CONTRACTOR :
Saudi Archirodon Ltd.
ENGINEER :
-
CUSTOMER :
TESTED AT :
ACTS GEOTECHNICAL
TWO No. :
ACTS-2142544
ACTS Ref. :
AUG2115150321
Sampled By:
ACTS
Sample Reference :
LBH-106 - S2
Sample Depth :
6.00-6.50
Sample Type :
Soil
Sample Received on :
11-Aug-2021
Sample Tested on :
15-Aug-2021
Advanced Construction Technology Services, Jeddah, KSA
Test
Test Method
Result
Units
Chloride (Cl)
BS 1377-3
0.033
%
Sulfate (SO3)
BS 1377-3
0.076
%
pH 0.01 M CaCL2
ASTM D4972
9.4
-
pH distilled water
ASTM D4972
9.8
-
Carbonate content
-
-
-
Prepared By
Checked By
Approved By
Norjehan Batua
Data Encoder
Mohammed Tokhi
Materials Engineer
M.Johor
Area Manager
ACTS Serial No.:
2052795
Reporting Date:
16-Aug-21
TEST REPORT
Laboratory Determination of Water (Moisture) Content of Soil and Rock by Mass
ASTM D2216 − 19
Jeddah South Container Terminal Upgrade
Saudi Archirodon Ltd.
ACTS GEOTECHNICAL
ACTS Jeddah Main Branch
Project:
Contractor:
Consultant:
Customer:
Tested at:
TWO No.:
ACTS-2142544
Drill Hole/Bore Hole Number:
-
Customer Reference:
-
Sampling Method Used:
-
IR / WIR / RFI / Number:
-
Test Method Used:
Method A (1%)
ACTS Reference:
AUG2115150326
Mention if Test Specimen contains more
than one material type (layered, etc.):
-
Sampling Date:
11-Aug-21
Mention if Any Material (size and amount)
was excluded from the Test Specimen:
-
Testing Date:
Sample Located by:
Drying Temperature if different from 110±
5°C., °C:
-
Sample Collected / Extracted by:
12-Aug-21
ACTS
Sample Type:
Soil
Source of Sample:
-
Sample Location, Identification and other
required information:
LBH-106 - S3 (22.5-23.0)
Name or Initial of Person(s) who
performed the test:
Methodology used for significant digits and
rounding off numbers:
Mcms, Mass of Container and Moist Specimen,
g
683.1
Mcds, Mass of Container and Oven Dry
Specimen, g
610.6
Mc, Mass of Container, g
191.3
Mw, Mass of Water, g
72.5
Ms, Mass of Oven Dry Specimen, g
419.3
w, Water Content, %
17.0
Aftab
-
-
Remark(s):
-
The sample will be disposed after one week of this report date unless the client requests for extension of storage or retrieval.
This document shall not be reproduced except in full, without written approval of ACTS company.
The above results relate only to the sample(s) tested and should not be used for advertisement purposes.
Prepared By
Reviewed By
Approved By
Norjehan Batua
Data Encoder
Mohammed Tokhi
Materials Engineer
M. Johor
Area Manager
ACTS Serial No:
2052796
Reporting Date:
16-Aug-21
page 1 of 2
STANDARD PRACTICE REPORT
Classification of Soils and Soil-Aggregate Mixtures for Engineering Purposes
(Unified Soil Classification System) and Highway Construction Purposes
ASTM D2487-11 and ASTM D3282-15
Jeddah South Container Terminal Upgrade
Saudi Archirodon Ltd.
ACTS GEOTECHNICAL
ACTS Jeddah Main Branch
ACTS-2142544
TWO No.:
Task Order No.
11-Aug-21
Sample Received on :
11-Aug-21
Sample Tested on :
Soil
Sample Type :
ACTS
Sampled by :
PROJECT:
CONTRACTOR:
CONSULTANT:
CUSTOMER:
TESTED AT:
IR / WIR / RFI No.:
-
ACTS Reference:
AUG2115150327
Sample Location, Identification,
Description:
LBH-106 - S3 (22.5-23.0)
Presence of Cobbles or/and Boulders:
Standard Test Methods
Used
-
ASTM D1140-17
ASTM D2216-10, Method A
ASTM D4318-17
ASTM D6913
-
419.3
Mass of the Tested Sample
Source/Supplier:
Project Specification:
g
Sieve No.
Sieve Opening,
mm
Retained Mass Retained Mass
(g)
(%)
6 in.
4 in.
3 in.
2 1/2 in.
2 in.
1 1/2 in.
1 in.
3/4 in.
1/2 in.
3/8 in.
No. 4
No. 8
No. 10
No. 16
No. 20
No. 30
No. 40
No. 50
No. 60
No 100
No. 140
No. 200
Pan
150.0
100.0
75.0
63.0
50.0
37.5
25.0
19.00
12.50
9.50
4.75
2.36
2.000
1.180
0.850
0.600
0.425
0.300
0.250
0.150
0.106
0.075
-
0.0
0.0
16.6
4.7
26.1
59.8
65.8
58.8
72.9
17.1
97.5
0
0
4
1.1
6.2
14.3
15.7
14.0
17.4
4.1
23.3
MC
Gravel
Sand
Fine
17%
5%
72%
23%
Cumulative
Retained (%)
Percent passing
(%)
0
0
4
5
11
26
41
55
73
77
100.0
100
100
96
95
89
74
59
45
27
23
0.0
-
Compliance
Remarks
Minimum
Maximum
-
-
Passing %
Percent Passing
100
90
80
70
60
50
40
30
20
10
0
1.00E-02
D60
D30
D10
Minimum Limit
Maximum Limit
Sieve No. 30
D10, Extrapolation
Sieve No. 40
1.00E-01
1.00E+00 Sieve Size (mm)
1.00E+01
1.00E+02
Prepared By
Reviewed By
Approved By
Norjehan Batua
Data Encoder
Mohammed Tokhi
Materials Engineer
M. Johor
Area Manager
-
ACTS Serial No:
2052796
Date:
16-Aug-21
page 2 of 2
STANDARD PRACTICE REPORT
Classification of Soils and Soil-Aggregate Mixtures for Engineering Purposes
(Unified Soil Classification System) and Highway Construction Purposes
ASTM D2487-11 and ASTM D3282-15
Jeddah South Container Terminal Upgrade
Saudi Archirodon Ltd.
ACTS GEOTECHNICAL
ACTS Jeddah Main Branch
PROJECT:
CONTRACTOR:
CONSULTANT:
CUSTOMER:
TESTED AT:
ADDITIONAL INFORMATION
ASTM D2216-10
ASTM D422 - (2007) e2
Methodology used to specify how data are recorded:
Description of Sand and Gravel Particles, Hardness
-
Specific Gravity if Unusually high or low:
-
Description of Sand and Gravel Particles, Shape
Method Used
Method A (1%)
More than one Material Type, if any.
-
Drying Temperature if different from 110±5°C
Material (size and amount) was excluded
from the test specimen.
ASTM D1140-17
Mass Less than the minimum indicated, if any:
-
ASTM C117 - 17
Date of Test:
-
Name of technician performing the test:
-
Date of Test:
-
Method Used:
Method A - Soaked in Water
Method of Procedure Used
-
Length of Time the specimen was soaked, mins
-
-
-
Sieve
Gravel
5%
% Passing
% Fraction
Passing
D60, mm
0.445
Cu
-
Cc
-
Sand
Fine
# 40
-
-
D30, mm
0.122
72%
23%
# 30
-
-
D10, mm
-
ASTM
D4318-17
LL
1st Test
PL
N.P.
N.P.
PI
ASTM
D4318-17
LL
PL
PI
N.P.
2nd Test, Oven Dried
for Organic
-
-
-
CL-ML, Lower Limit
CL-ML, Upper Limit
PI-LL Limit
A-LINE
LL-50
U-LINE
Point PI-LL
Soil Classification :
ASTM D 2487
Silty Sand(SM)
ASTM D 3282
(AASHTO M145-3)
A-2-4(0)
Silty or Clayey Gravel and Sand
Remark(s):
The sample will be disposed after one week of this report date unless the client requests for extension of storage or retrieval.
This document shall not be reproduced except in full, without written approval of ACTS company.
The above results relate only to the sample(s) tested and should not be used for advertisement purposes.
Prepared By
Reviewed By
Approved By
Norjehan Batua
Data Encoder
Mohammed Tokhi
Materials Engineer
M. Johor
Area Manager
ACTS Serial No.
Reporting Date
2052797
16-Aug-21
TEST REPORT
LIQUID LIMIT, PLASTIC LIMIT & PLASTICITY INDEX OF SOILS
ASTM D4318-17
PROJECT :
Jeddah South Container Terminal Upgrade
CONTRACTOR :
Saudi Archirodon Ltd.
CONSULTANT:
-
CUSTOMER:
ACTS GEOTECHNICAL
TESTED AT:
ACTS Jeddah Main Branch
T.W.O No:
ACTS-2142544
Customer Reference:
-
ACTS Reference:
AUG2115150328
IR / WIR / RFI Number:
-
Sampling Date:
Special Specimen Selection
Process Used(if any):
Method of removing particles larger than the 425-μm (No. 40) sieve:
Specimen Preparation Used:
Wet
Drying Method Used (During Preparation of
Specimen):
Exposing to warm air currents
11-Aug-21
Testing Date:
Description of
Sample
12-Aug-21
Approximate Max
Grain Size, mm:
19
Est. Sample Retained on
425µm, %:
41
As received Water
Content, %:
Methodology used to specify how data are
recorded on the test data:
17
Sample Type:
Soil
Sample Located by:
Customer
Sample Collected / Extracted by:
ACTS
Type of Soil (according to specification):
-
Name of Supplier / Source:
-
Reference / Specification:
-
Boring Number and Depth:
LBH-106 - 22.5-23.0
-
Name or Initials of the person(s)who
prepared and tested the samples:
-
Sampling Method Used:
Sample Location, Description, Ident. and
other required info. :
LBH-106 - S3
Test
ASTM D6026
-
Liquid Limit Method A (Multipoint Method)
Plastic Limit
Mechanical Liquid Limit Device
Metal Grooving Tool
Hand Rolled(Plastic Limit Rolling Procedure 1)
Testing Equipment Used
No. of blows, N
-
-
-
---
---
---
Container Ref.
1
2
3
-
A
B
(A) Mass of Container (g)
-
-
-
-
-
-
(B) Mass of wet soil + Container (g)
-
-
-
-
-
-
(C) Mass of dry soil + Container (g)
-
-
-
-
-
-
Moisture content %
-
-
-
-
-
-
Plastic (PL) =
Limits
Liquid (LL) =
NP
Plasticity Index (PI)
PI = (LL - PL) =
NP
NP
Liquid Limit Chart
1.0
Requirements /
Limits
Remarks
LL
NP
-
-
PL
NP
-
-
PI
NP
-
-
0.9
Moisture Content
Test Result
0.8
0.7
0.6
NONPLASTIC
0.5
0.4
0.3
0.2
0.1
0.0
10
25
No. of Blows/Drops, N
The sample will be disposed after one week of this report date unless the client requests for extension of storage or retrieval.
This document shall not be reproduced except in full, without written approval of ACTS company.
The above results relate only to the sample(s) tested and should not be used for advertisement purposes.
Prepared By
Reviewed By
Approved By
Norjehan Batua
Data Encoder
Mohammed Tokhi
Materials Engineer
M. Johor
Area Manager
100
Serial No.
Date
Page
2052798
16-Aug-2021
1 of 1
TEST REPORT
SPECIFIC GRAVITY OF SOIL SOLIDS BY WATER PYCNOMETER
(ASTM D-854)
:
:
:
:
:
Project
Contractor
Consultant
Client
Tested At
Jeddah South Container Terminal Upgrade
Saudi Archirodon Ltd.
ACTS GEOTECHNICAL
ACTS Jeddah Main Branch
TWO No.
ACTS-2142544
Sampled By
Sample Received on :
ACTS
11-Aug-2021
Sample Tested on:
14-Aug-2021
Sample type:
Soil
Sample Reference:
LBH-106 - S3
Sample Depth:
(22.5-23.0)
ACTS Reference:
AUG2115150329
Retained 4.75 mm (%)
5.0
Weight of Dry Aggregate (g)
-
Weight of aggregate in Water (g)
-
Passing 4.75 mm (%)
95.0
Weight of Pycnometer + Soil +
Water (g)
371.90
Weight of Pycnometer + Water (g)
340.78
Weight of Dry Soil (g)
50.1
23.5
Temperature (T oC)
-
Temperature (T oC)
Temperature Coefficient (K)
-
Temperature Coefficient (K)
Apparent Specific Gravity at Test
Temperature
-
Specific Gravity at Test
Temperature
2.640
Apparent Specific Gravity at 20 oC
-
Specific Gravity at 20 oC
2.638
Specific Gravity
-
0.99921
Prepared by
Checked by
Approved By
Norjehan Batua
Data Encoder
Mohammed Tokhi
Materials Engineer
M. Johor
Area Manager
Serial No.
Date:
Page :
15-May-7520
16-Aug-2021
1 of 1
TEST REPORT
POINT LOAD STRENGTH INDEX OF ROCK
(A.S.T.M. D 5731)
PROJECT :
Jeddah South Container Terminal Upgrade
CONTRACTOR :
Saudi Archirodon Ltd.
ENGINEER :
CUSTOMER :
ACTS GEOTECHNICAL
TESTED AT :
ACTS Jeddah Main Branch
TWO No :
Sample Received on :
Sample Type :
Sampled by :
Device used :
Sample moisture condition :
Sample Location :
Sample Tested on :
ACTS-2142544
11/Aug/2021
Rock
ACTS
Matest Digital Point load Tester ,Model # A125
As Received
LBH-106 - S4
14/Aug/2021
Sample Ref.
(34.5-35.0)
-
-
-
-
Axial
-
-
-
-
Sample Moisture Content (%)
9.5
-
-
-
-
Sample width, W (mm)
Test type
60.9
-
-
-
-
Platen separation, D (mm)
35.6
-
-
-
-
Length/Diameter Ratio
0.585
-
-
-
-
2760.4
-
-
-
-
2
2
De (mm )
Equivalent diameter De,
52.5
-
-
-
-
4930.0
-
-
-
-
Uncorrected Point load index, Is (MPa)
1.79
-
-
-
-
Estimated uniaxial comp. strength, MPa
36.13
-
-
-
-
Size correction factor,F
1.023
-
-
-
-
Corrected point load index, Is(50) (MPa)
1.83
-
-
-
-
Failure load, P (N)
Average Corrected Point Load Index , Is(50) , MPa
1.83
Strength Classification
High
PREPARED BY
CHECKED BY
APPROVED BY
Norjehan Batua
Data Encoder
Mohammed Tokhi
Materials Engineer
M.Johor
Area Manager
ACTS Serial No.:
2052800
Reporting Date:
16-Aug-21
TEST REPORT
Laboratory Determination of Water (Moisture) Content of Soil and Rock by Mass
ASTM D2216 − 19
Jeddah South Container Terminal Upgrade
Saudi Archirodon Ltd.
ACTS GEOTECHNICAL
ACTS Jeddah Main Branch
Project:
Contractor:
Consultant:
Customer:
Tested at:
TWO No.:
ACTS-2142544
Drill Hole/Bore Hole Number:
-
Customer Reference:
-
Sampling Method Used:
-
IR / WIR / RFI / Number:
-
Test Method Used:
Method A (1%)
ACTS Reference:
AUG2115150340
Mention if Test Specimen contains more
than one material type (layered, etc.):
-
Sampling Date:
11-Aug-21
Mention if Any Material (size and amount)
was excluded from the Test Specimen:
-
Testing Date:
Sample Located by:
Drying Temperature if different from 110±
5°C., °C:
-
Sample Collected / Extracted by:
12-Aug-21
ACTS
Sample Type:
Soil
Source of Sample:
-
Sample Location, Identification and other
required information:
LBH-106 - S5 (42.0-42.5)
Name or Initial of Person(s) who
performed the test:
Methodology used for significant digits and
rounding off numbers:
Mcms, Mass of Container and Moist Specimen,
g
673.1
Mcds, Mass of Container and Oven Dry
Specimen, g
572.0
Mc, Mass of Container, g
116.0
Mw, Mass of Water, g
101.1
Ms, Mass of Oven Dry Specimen, g
456.0
w, Water Content, %
22.0
Aftab
-
-
Remark(s):
The sample will be disposed after one week of this report date unless the client requests for extension of storage or retrieval.
This document shall not be reproduced except in full, without written approval of ACTS company.
The above results relate only to the sample(s) tested and should not be used for advertisement purposes.
Prepared By
Reviewed By
Approved By
Norjehan Batua
Data Encoder
Mohammed Tokhi
Materials Engineer
M. Johor
Area Manager
ACTS Serial No:
2052801
Reporting Date:
16-Aug-21
page 1 of 2
STANDARD PRACTICE REPORT
Classification of Soils and Soil-Aggregate Mixtures for Engineering Purposes
(Unified Soil Classification System) and Highway Construction Purposes
ASTM D2487-11 and ASTM D3282-15
Jeddah South Container Terminal Upgrade
Saudi Archirodon Ltd.
ACTS GEOTECHNICAL
ACTS Jeddah Main Branch
ACTS-2142544
TWO No.:
Task Order No.
11-Aug-21
Sample Received on :
12-Aug-21
Sample Tested on :
Soil
Sample Type :
ACTS
Sampled by :
PROJECT:
CONTRACTOR:
CONSULTANT:
CUSTOMER:
TESTED AT:
IR / WIR / RFI No.:
-
ACTS Reference:
AUG2115150341
Sample Location, Identification,
Description:
LBH-106 - S5 (42.0-42.5)
Presence of Cobbles or/and Boulders:
Standard Test Methods
Used
-
ASTM D1140-17
ASTM D2216-10, Method A
ASTM D4318-17
ASTM D6913
-
456.0
Mass of the Tested Sample
Source/Supplier:
Project Specification:
g
Sieve No.
Sieve Opening,
mm
Retained Mass Retained Mass
(g)
(%)
6 in.
4 in.
3 in.
2 1/2 in.
2 in.
1 1/2 in.
1 in.
3/4 in.
1/2 in.
3/8 in.
No. 4
No. 8
No. 10
No. 16
No. 20
No. 30
No. 40
No. 50
No. 60
No 100
No. 140
No. 200
Pan
150.0
100.0
75.0
63.0
50.0
37.5
25.0
19.00
12.50
9.50
4.75
2.36
2.000
1.180
0.850
0.600
0.425
0.300
0.250
0.150
0.106
0.075
-
0.0
0.0
3.9
42.6
112.2
90.9
57.9
60.3
16.2
72.0
0
0
0.9
9.3
24.6
19.9
12.7
13.2
3.6
15.8
MC
Gravel
Sand
Fine
22%
1%
83%
16%
Cumulative
Retained (%)
Percent passing
(%)
0
0
1
10
35
55
67
81
84
100.0
100
100
99
90
65
45
33
19
16
0.0
-
Compliance
Remarks
Minimum
Maximum
-
-
Passing %
Percent Passing
100
90
80
70
60
50
40
30
20
10
0
1.00E-02
D60
D30
D10
Minimum Limit
Maximum Limit
Sieve No. 30
D10, Extrapolation
Sieve No. 40
1.00E-01
1.00E+00 Sieve Size (mm)
1.00E+01
1.00E+02
Prepared By
Reviewed By
Approved By
Norjehan Batua
Data Encoder
Mohammed Tokhi
Materials Engineer
M. Johor
Area Manager
-
ACTS Serial No:
2052801
Date:
16-Aug-21
page 2 of 2
STANDARD PRACTICE REPORT
Classification of Soils and Soil-Aggregate Mixtures for Engineering Purposes
(Unified Soil Classification System) and Highway Construction Purposes
ASTM D2487-11 and ASTM D3282-15
Jeddah South Container Terminal Upgrade
Saudi Archirodon Ltd.
ACTS GEOTECHNICAL
ACTS Jeddah Main Branch
PROJECT:
CONTRACTOR:
CONSULTANT:
CUSTOMER:
TESTED AT:
ADDITIONAL INFORMATION
ASTM D2216-10
ASTM D422 - (2007) e2
Methodology used to specify how data are recorded:
Description of Sand and Gravel Particles, Hardness
-
Specific Gravity if Unusually high or low:
-
Description of Sand and Gravel Particles, Shape
Method Used
Method A (1%)
More than one Material Type, if any.
-
Drying Temperature if different from 110±5°C
Material (size and amount) was excluded
from the test specimen.
ASTM D1140-17
Mass Less than the minimum indicated, if any:
-
ASTM C117 - 17
Date of Test:
-
Name of technician performing the test:
-
Date of Test:
-
Method Used:
Method A - Soaked in Water
Method of Procedure Used
-
Length of Time the specimen was soaked, mins
-
-
-
Sieve
Gravel
1%
% Passing
% Fraction
Passing
D60, mm
0.715
Cu
-
Cc
-
Sand
Fine
# 40
-
-
D30, mm
0.208
83%
16%
# 30
-
-
D10, mm
-
ASTM
D4318-17
LL
1st Test
PL
N.P.
N.P.
PI
ASTM
D4318-17
LL
PL
PI
N.P.
2nd Test, Oven Dried
for Organic
-
-
-
CL-ML, Lower Limit
CL-ML, Upper Limit
PI-LL Limit
A-LINE
LL-50
U-LINE
Point PI-LL
Soil Classification :
ASTM D 2487
Silty Sand(SM)
ASTM D 3282
(AASHTO M145-3)
A-1-b(0)
Stone Fragments,Gravel and Sand
Remark(s):
The sample will be disposed after one week of this report date unless the client requests for extension of storage or retrieval.
This document shall not be reproduced except in full, without written approval of ACTS company.
The above results relate only to the sample(s) tested and should not be used for advertisement purposes.
Prepared By
Reviewed By
Approved By
Norjehan Batua
Data Encoder
Mohammed Tokhi
Materials Engineer
M. Johor
Area Manager
ACTS Serial No.
Reporting Date
2052802
16-Aug-21
TEST REPORT
LIQUID LIMIT, PLASTIC LIMIT & PLASTICITY INDEX OF SOILS
ASTM D4318-17
PROJECT :
Jeddah South Container Terminal Upgrade
CONTRACTOR :
Saudi Archirodon Ltd.
CONSULTANT:
-
CUSTOMER:
ACTS GEOTECHNICAL
TESTED AT:
ACTS Jeddah Main Branch
T.W.O No:
ACTS-2142544
Customer Reference:
-
ACTS Reference:
AUG2115150342
IR / WIR / RFI Number:
-
Sampling Date:
Special Specimen Selection
Process Used(if any):
Method of removing particles larger than the 425-μm (No. 40) sieve:
Specimen Preparation Used:
Wet
Drying Method Used (During Preparation of
Specimen):
Exposing to warm air currents
11-Aug-21
Testing Date:
Description of
Sample
12-Aug-21
Approximate Max
Grain Size, mm:
9.5
Est. Sample Retained on
425µm, %:
1
As received Water
Content, %:
Methodology used to specify how data are
recorded on the test data:
22
Sample Type:
Soil
Sample Located by:
Customer
Sample Collected / Extracted by:
ACTS
Type of Soil (according to specification):
-
Name of Supplier / Source:
-
Reference / Specification:
-
Boring Number and Depth:
LBH-106 - 42.0-42.50
-
Name or Initials of the person(s)who
prepared and tested the samples:
-
Sampling Method Used:
Sample Location, Description, Ident. and
other required info. :
LBH-106 - S5
Test
ASTM D6026
-
Liquid Limit Method A (Multipoint Method)
Plastic Limit
Mechanical Liquid Limit Device
Metal Grooving Tool
Hand Rolled(Plastic Limit Rolling Procedure 1)
Testing Equipment Used
No. of blows, N
-
-
-
---
---
---
Container Ref.
1
2
3
-
A
B
(A) Mass of Container (g)
-
-
-
-
-
-
(B) Mass of wet soil + Container (g)
-
-
-
-
-
-
(C) Mass of dry soil + Container (g)
-
-
-
-
-
-
Moisture content %
-
-
-
-
-
-
Plastic (PL) =
Limits
Liquid (LL) =
NP
Plasticity Index (PI)
PI = (LL - PL) =
NP
NP
Liquid Limit Chart
1.0
Requirements /
Limits
Remarks
LL
NP
-
-
PL
NP
-
-
PI
NP
-
-
0.9
Moisture Content
Test Result
0.8
0.7
0.6
NONPLASTIC
0.5
0.4
0.3
0.2
0.1
0.0
10
25
No. of Blows/Drops, N
The sample will be disposed after one week of this report date unless the client requests for extension of storage or retrieval.
This document shall not be reproduced except in full, without written approval of ACTS company.
The above results relate only to the sample(s) tested and should not be used for advertisement purposes.
Prepared By
Reviewed By
Approved By
Norjehan Batua
Data Encoder
Mohammed Tokhi
Materials Engineer
M. Johor
Area Manager
100
Serial No.
Date
Page
:
:
:
TEST REPORT
COMPRESSIVE STRENGTH AND ELASTIC MODULI
OF INTACT ROCK CORE SPECIMENS
ASTM D7012-Method C
PROJECT
CONTRACTOR
ENGINEER
CUSTOMER
TESTED AT
Jeddah South Container Terminal Upgrade
Saudi Archirodon Ltd.
:
:
:
:
:
TWO No.
Sample Received on
Sample Type
Sampled By
Tested On
Sample Reference
Sample Location
ACTS Ref No.
ACTS GEOTECHNICAL
ACTS Jeddah Main Branch
:
:
:
:
:
:
:
:
ACTS-2141413
17/Jul/2021
Rock
ACTS
26/Jul/2021
0.00-0.75
LBH-107 - S1
JUL2125250127
Sample height (mm)
127
Sample diameter (mm)
62.9
Length-diameter ratio
2.0
0.2
Moisture content (%)
97.6
Load
Compressive strength (MPa)
31.4
PREPARED BY
CHECKED BY
APPROVED BY
Norjehan Batua
Data Encoder
Mohammed Tokhi
Materials Engineer
M. Johor
Area Manager
2047194
28-Jul-2021
1 of 1
Serial No.
Date:
Page:
2047195
28-Jul-2021
1 of 1
TEST REPORT
CHEMICAL ANALYSIS OF SOIL
PROJECT :
Jeddah South Container Terminal Upgrade
CONTRACTOR :
Saudi Archirodon Ltd.
ENGINEER :
-
CUSTOMER :
TESTED AT :
ACTS GEOTECHNICAL
TWO No. :
ACTS-2141413
ACTS Ref. :
JUL2125250128
Sampled By:
ACTS
Sample Reference :
LBH-107 - S2
Sample Depth :
3.75-4.20
Sample Type :
Soil
Sample Received on :
17-Jul-2021
Sample Tested on :
26-Jul-2021
Advanced Construction Technology Services, Jeddah, KSA
Test
Test Method
Result
Units
Chloride (Cl)
BS 1377-3
0.03
%
Sulfate (SO3)
BS 1377-3
0.08
%
pH 0.01 M CaCL2
ASTM D4972
7.9
-
pH distilled water
ASTM D4972
8.2
-
Carbonate content
-
-
-
Prepared By
Checked By
Approved By
Norjehan Batua
Data Encoder
Mohammed Tokhi
Materials Engineer
M.Johor
Area Manager
ACTS Serial No.:
2047196
Reporting Date:
28-Jul-21
TEST REPORT
Laboratory Determination of Water (Moisture) Content of Soil and Rock by Mass
ASTM D2216 − 19
Jeddah South Container Terminal Upgrade
Saudi Archirodon Ltd.
ACTS GEOTECHNICAL
ACTS Jeddah Main Branch
Project:
Contractor:
Consultant:
Customer:
Tested at:
TWO No.:
ACTS-2141413
Drill Hole/Bore Hole Number:
-
Customer Reference:
-
Sampling Method Used:
-
IR / WIR / RFI / Number:
-
Test Method Used:
Method A (1%)
ACTS Reference:
JUL2125250130
Mention if Test Specimen contains more
than one material type (layered, etc.):
-
Sampling Date:
17-Jul-21
Mention if Any Material (size and amount)
was excluded from the Test Specimen:
-
Testing Date:
Sample Located by:
Drying Temperature if different from 110±
5°C., °C:
-
Sample Collected / Extracted by:
24-Jul-21
ACTS
Sample Type:
Soil
Source of Sample:
-
Sample Location, Identification and other
required information:
LBH-107 - S3 (33.00-33.50)
Name or Initial of Person(s) who
performed the test:
Methodology used for significant digits and
rounding off numbers:
Mcms, Mass of Container and Moist Specimen,
g
497.0
Mcds, Mass of Container and Oven Dry
Specimen, g
477.3
Mc, Mass of Container, g
180.3
Mw, Mass of Water, g
19.7
Ms, Mass of Oven Dry Specimen, g
297.0
-
-
7.0
w, Water Content, %
Remark(s):
The sample will be disposed after one week of this report date unless the client requests for extension of storage or retrieval.
This document shall not be reproduced except in full, without written approval of ACTS company.
The above results relate only to the sample(s) tested and should not be used for advertisement purposes.
Prepared By
Reviewed By
Approved By
Norjehan Batua
Data Encoder
Mohammed Tokhi
Materials Engineer
M. Johor
Area Manager
ACTS Serial No:
2047197
Reporting Date:
28-Jul-21
page 1 of 2
STANDARD PRACTICE REPORT
Classification of Soils and Soil-Aggregate Mixtures for Engineering Purposes
(Unified Soil Classification System) and Highway Construction Purposes
ASTM D2487-11 and ASTM D3282-15
Jeddah South Container Terminal Upgrade
Saudi Archirodon Ltd.
ACTS GEOTECHNICAL
ACTS Jeddah Main Branch
ACTS-2141413
TWO No.:
Task Order No.
17-Jul-21
Sample Received on :
25-Jul-21
Sample Tested on :
Soil
Sample Type :
ACTS
Sampled by :
PROJECT:
CONTRACTOR:
CONSULTANT:
CUSTOMER:
TESTED AT:
IR / WIR / RFI No.:
-
ACTS Reference:
JUL2125250131
Sample Location, Identification,
Description:
LBH-107 - S3 (33.00-33.50)
Presence of Cobbles or/and Boulders:
Standard Test Methods
Used
-
ASTM D1140-17
ASTM D2216-10, Method A
ASTM D4318-17
ASTM D6913
-
297.0
Mass of the Tested Sample
Source/Supplier:
Project Specification:
g
Sieve No.
Sieve Opening,
mm
Retained Mass Retained Mass
(g)
(%)
6 in.
4 in.
3 in.
2 1/2 in.
2 in.
1 1/2 in.
1 in.
3/4 in.
1/2 in.
3/8 in.
No. 4
No. 8
No. 10
No. 16
No. 20
No. 30
No. 40
No. 50
No. 60
No 100
No. 140
No. 200
Pan
150.0
100.0
75.0
63.0
50.0
37.5
25.0
19.00
12.50
9.50
4.75
2.36
2.000
1.180
0.850
0.600
0.425
0.300
0.250
0.150
0.106
0.075
-
0.0
0.0
6.4
5.7
24.2
60.3
62.9
41.3
46.6
11.8
37.8
0
0
2
1.9
8.1
20.3
21.2
13.9
15.7
4.0
12.7
MC
Gravel
Sand
Fine
7%
4%
83%
13%
Cumulative
Retained (%)
Percent passing
(%)
0
0
2
4
12
33
54
68
83
87
100.0
100
100
98
96
88
67
46
32
17
13
0.0
-
Compliance
Remarks
Minimum
Maximum
-
-
Passing %
Percent Passing
100
90
80
70
60
50
40
30
20
10
0
1.00E-02
D60
D30
D10
Minimum Limit
Maximum Limit
Sieve No. 30
D10, Extrapolation
Sieve No. 40
1.00E-01
1.00E+00 Sieve Size (mm)
1.00E+01
1.00E+02
Prepared By
Reviewed By
Approved By
Norjehan Batua
Data Encoder
Mohammed Tokhi
Materials Engineer
M. Johor
Area Manager
-
ACTS Serial No:
2047197
Date:
28-Jul-21
page 2 of 2
STANDARD PRACTICE REPORT
Classification of Soils and Soil-Aggregate Mixtures for Engineering Purposes
(Unified Soil Classification System) and Highway Construction Purposes
ASTM D2487-11 and ASTM D3282-15
Jeddah South Container Terminal Upgrade
Saudi Archirodon Ltd.
ACTS GEOTECHNICAL
ACTS Jeddah Main Branch
PROJECT:
CONTRACTOR:
CONSULTANT:
CUSTOMER:
TESTED AT:
ADDITIONAL INFORMATION
ASTM D2216-10
ASTM D422 - (2007) e2
Methodology used to specify how data are recorded:
Description of Sand and Gravel Particles, Hardness
-
Specific Gravity if Unusually high or low:
-
Description of Sand and Gravel Particles, Shape
Method Used
Method A (1%)
More than one Material Type, if any.
-
Drying Temperature if different from 110±5°C
Material (size and amount) was excluded
from the test specimen.
ASTM D1140-17
Mass Less than the minimum indicated, if any:
-
ASTM C117 - 17
Date of Test:
-
Name of technician performing the test:
-
Date of Test:
-
Method Used:
Method A - Soaked in Water
Method of Procedure Used
-
Length of Time the specimen was soaked, mins
-
-
-
Sieve
Gravel
4%
% Passing
% Fraction
Passing
D60, mm
0.675
Cu
-
Cc
-
Sand
Fine
# 40
-
-
D30, mm
0.223
83%
13%
# 30
-
-
D10, mm
-
ASTM
D4318-17
LL
1st Test
PL
N.P.
N.P.
PI
ASTM
D4318-17
LL
PL
PI
N.P.
2nd Test, Oven Dried
for Organic
-
-
-
CL-ML, Lower Limit
CL-ML, Upper Limit
PI-LL Limit
A-LINE
LL-50
U-LINE
Point PI-LL
Soil Classification :
ASTM D 2487
Silty Sand(SM)
ASTM D 3282
(AASHTO M145-3)
A-1-b(0)
Stone Fragments,Gravel and Sand
Remark(s):
The sample will be disposed after one week of this report date unless the client requests for extension of storage or retrieval.
This document shall not be reproduced except in full, without written approval of ACTS company.
The above results relate only to the sample(s) tested and should not be used for advertisement purposes.
Prepared By
Reviewed By
Approved By
Norjehan Batua
Data Encoder
Mohammed Tokhi
Materials Engineer
M. Johor
Area Manager
ACTS Serial No.
Reporting Date
2047198
28-Jul-21
TEST REPORT
LIQUID LIMIT, PLASTIC LIMIT & PLASTICITY INDEX OF SOILS
ASTM D4318-17
PROJECT :
Jeddah South Container Terminal Upgrade
CONTRACTOR :
Saudi Archirodon Ltd.
CONSULTANT:
-
CUSTOMER:
ACTS GEOTECHNICAL
TESTED AT:
ACTS Jeddah Main Branch
T.W.O No:
ACTS-2141413
Customer Reference:
-
ACTS Reference:
JUL2125250132
IR / WIR / RFI Number:
-
Sampling Date:
Special Specimen Selection
Process Used(if any):
Method of removing particles larger than the 425-μm (No. 40) sieve:
Specimen Preparation Used:
Wet
Drying Method Used (During Preparation of
Specimen):
Exposing to warm air currents
17-Jul-21
Testing Date:
Description of
Sample
25-Jul-21
Approximate Max
Grain Size, mm:
19
Est. Sample Retained on
425µm, %:
54
As received Water
Content, %:
Methodology used to specify how data are
recorded on the test data:
7
Sample Type:
Soil
Sample Located by:
Customer
Sample Collected / Extracted by:
ACTS
Type of Soil (according to specification):
-
Name of Supplier / Source:
-
Reference / Specification:
-
Boring Number and Depth:
LBH-107 (33.00-33.50)
-
Name or Initials of the person(s)who
prepared and tested the samples:
-
Sampling Method Used:
Sample Location, Description, Ident. and
other required info. :
LBH-107 - S3
Test
ASTM D6026
-
Liquid Limit Method A (Multipoint Method)
Plastic Limit
Mechanical Liquid Limit Device
Metal Grooving Tool
Hand Rolled(Plastic Limit Rolling Procedure 1)
Testing Equipment Used
No. of blows, N
-
-
-
---
---
---
Container Ref.
1
2
3
-
A
B
(A) Mass of Container (g)
-
-
-
-
-
-
(B) Mass of wet soil + Container (g)
-
-
-
-
-
-
(C) Mass of dry soil + Container (g)
-
-
-
-
-
-
Moisture content %
-
-
-
-
-
-
Plastic (PL) =
Limits
Liquid (LL) =
NP
Plasticity Index (PI)
PI = (LL - PL) =
NP
NP
Liquid Limit Chart
1.0
Requirements /
Limits
Remarks
LL
NP
-
-
PL
NP
-
-
PI
NP
-
-
0.9
Moisture Content
Test Result
0.8
0.7
0.6
NONPLASTIC
0.5
0.4
0.3
0.2
0.1
0.0
10
25
No. of Blows/Drops, N
The sample will be disposed after one week of this report date unless the client requests for extension of storage or retrieval.
This document shall not be reproduced except in full, without written approval of ACTS company.
The above results relate only to the sample(s) tested and should not be used for advertisement purposes.
Prepared By
Reviewed By
Approved By
Norjehan Batua
Data Encoder
Mohammed Tokhi
Materials Engineer
M. Johor
Area Manager
100
Serial No.
Date
Page
2047199
28-Jul-2021
1 of 1
TEST REPORT
SPECIFIC GRAVITY OF SOIL SOLIDS BY WATER PYCNOMETER
(ASTM D-854)
:
:
:
:
:
Project
Contractor
Consultant
Client
Tested At
Jeddah South Container Terminal Upgrade
Saudi Archirodon Ltd.
ACTS GEOTECHNICAL
ACTS Jeddah Main Branch
TWO No.
ACTS-2141413
Sampled By
Sample Received on :
ACTS
17-Jul-2021
Sample Tested on:
20-Jul-2021
Sample type:
Soil
Sample Reference:
LBH-107 - S3
Sample Depth:
33.00-33.50
ACTS Reference:
JUL2125250133
Retained 4.75 mm (%)
4.0
Weight of Dry Aggregate (g)
-
Weight of aggregate in Water (g)
-
Passing 4.75 mm (%)
96.0
Weight of Pycnometer + Soil +
Water (g)
372.60
Weight of Pycnometer + Water (g)
340.78
Weight of Dry Soil (g)
50.2
23.6
Temperature (T oC)
-
Temperature (T oC)
Temperature Coefficient (K)
-
Temperature Coefficient (K)
Apparent Specific Gravity at Test
Temperature
-
Specific Gravity at Test
Temperature
2.731
Apparent Specific Gravity at 20 oC
-
Specific Gravity at 20 oC
2.729
Specific Gravity
-
0.99919
Prepared by
Checked by
Approved By
Norjehan Batua
Data Encoder
Mohammed Tokhi
Materials Engineer
M. Johor
Area Manager
ACTS Serial No.:
2047200
Reporting Date:
28-Jul-21
TEST REPORT
Laboratory Determination of Water (Moisture) Content of Soil and Rock by Mass
ASTM D2216 − 19
Jeddah South Container Terminal Upgrade
Saudi Archirodon Ltd.
ACTS GEOTECHNICAL
ACTS Jeddah Main Branch
Project:
Contractor:
Consultant:
Customer:
Tested at:
TWO No.:
ACTS-2141413
Drill Hole/Bore Hole Number:
-
Customer Reference:
-
Sampling Method Used:
-
IR / WIR / RFI / Number:
-
Test Method Used:
Method A (1%)
ACTS Reference:
JUL2125250134
Mention if Test Specimen contains more
than one material type (layered, etc.):
-
Sampling Date:
17-Jul-21
Mention if Any Material (size and amount)
was excluded from the Test Specimen:
-
Testing Date:
Sample Located by:
Drying Temperature if different from 110±
5°C., °C:
-
Sample Collected / Extracted by:
24-Jul-21
ACTS
Sample Type:
Soil
Source of Sample:
-
Sample Location, Identification and other
required information:
LBH-107 - S4 (46.50-47.00)
Name or Initial of Person(s) who
performed the test:
Methodology used for significant digits and
rounding off numbers:
Mcms, Mass of Container and Moist Specimen,
g
611.3
Mcds, Mass of Container and Oven Dry
Specimen, g
538.3
Mc, Mass of Container, g
187.1
Mw, Mass of Water, g
73.0
Ms, Mass of Oven Dry Specimen, g
351.2
w, Water Content, %
21.0
-
-
Remark(s):
The sample will be disposed after one week of this report date unless the client requests for extension of storage or retrieval.
This document shall not be reproduced except in full, without written approval of ACTS company.
The above results relate only to the sample(s) tested and should not be used for advertisement purposes.
Prepared By
Reviewed By
Approved By
Norjehan Batua
Data Encoder
Mohammed Tokhi
Materials Engineer
M. Johor
Area Manager
ACTS Serial No:
2047201
Reporting Date:
28-Jul-21
page 1 of 2
STANDARD PRACTICE REPORT
Classification of Soils and Soil-Aggregate Mixtures for Engineering Purposes
(Unified Soil Classification System) and Highway Construction Purposes
ASTM D2487-11 and ASTM D3282-15
Jeddah South Container Terminal Upgrade
Saudi Archirodon Ltd.
ACTS GEOTECHNICAL
ACTS Jeddah Main Branch
ACTS-2141413
TWO No.:
Task Order No.
17-Jul-21
Sample Received on :
25-Jul-21
Sample Tested on :
Soil
Sample Type :
ACTS
Sampled by :
PROJECT:
CONTRACTOR:
CONSULTANT:
CUSTOMER:
TESTED AT:
IR / WIR / RFI No.:
-
ACTS Reference:
JUL2125250135
Sample Location, Identification,
Description:
LBH-107 - S4 (46.50-47.00)
Presence of Cobbles or/and Boulders:
Standard Test Methods
Used
-
ASTM D1140-17
ASTM D2216-10, Method A
ASTM D4318-17
ASTM D6913
-
351.2
Mass of the Tested Sample
Source/Supplier:
Project Specification:
g
Sieve No.
Sieve Opening,
mm
Retained Mass Retained Mass
(g)
(%)
6 in.
4 in.
3 in.
2 1/2 in.
2 in.
1 1/2 in.
1 in.
3/4 in.
1/2 in.
3/8 in.
No. 4
No. 8
No. 10
No. 16
No. 20
No. 30
No. 40
No. 50
No. 60
No 100
No. 140
No. 200
Pan
150.0
100.0
75.0
63.0
50.0
37.5
25.0
19.00
12.50
9.50
4.75
2.36
2.000
1.180
0.850
0.600
0.425
0.300
0.250
0.150
0.106
0.075
-
0.0
0.0
1.6
27.1
75.3
73.9
52.2
55.6
14.4
51.1
0
0
0.5
7.7
21.4
21.0
14.9
15.8
4.1
14.6
MC
Gravel
Sand
Fine
21%
0%
85%
15%
Cumulative
Retained (%)
Percent passing
(%)
0
0
0
8
30
51
66
81
85
100.0
100
100
100
92
70
49
34
19
15
0.0
-
Compliance
Remarks
Minimum
Maximum
-
-
Passing %
Percent Passing
100
90
80
70
60
50
40
30
20
10
0
1.00E-02
D60
D30
D10
Minimum Limit
Maximum Limit
Sieve No. 30
D10, Extrapolation
Sieve No. 40
1.00E-01
1.00E+00 Sieve Size (mm)
1.00E+01
1.00E+02
Prepared By
Reviewed By
Approved By
Norjehan Batua
Data Encoder
Mohammed Tokhi
Materials Engineer
M. Johor
Area Manager
-
ACTS Serial No:
2047201
Date:
28-Jul-21
page 2 of 2
STANDARD PRACTICE REPORT
Classification of Soils and Soil-Aggregate Mixtures for Engineering Purposes
(Unified Soil Classification System) and Highway Construction Purposes
ASTM D2487-11 and ASTM D3282-15
Jeddah South Container Terminal Upgrade
Saudi Archirodon Ltd.
ACTS GEOTECHNICAL
ACTS Jeddah Main Branch
PROJECT:
CONTRACTOR:
CONSULTANT:
CUSTOMER:
TESTED AT:
ADDITIONAL INFORMATION
ASTM D2216-10
ASTM D422 - (2007) e2
Methodology used to specify how data are recorded:
Description of Sand and Gravel Particles, Hardness
-
Specific Gravity if Unusually high or low:
-
Description of Sand and Gravel Particles, Shape
Method Used
Method A (1%)
More than one Material Type, if any.
-
Drying Temperature if different from 110±5°C
Material (size and amount) was excluded
from the test specimen.
ASTM D1140-17
Mass Less than the minimum indicated, if any:
-
ASTM C117 - 17
Date of Test:
-
Name of technician performing the test:
-
Date of Test:
-
Method Used:
Method A - Soaked in Water
Method of Procedure Used
-
Length of Time the specimen was soaked, mins
-
-
-
Sieve
Gravel
0%
% Passing
% Fraction
Passing
D60, mm
0.611
Cu
-
Cc
-
Sand
Fine
# 40
-
-
D30, mm
0.199
85%
15%
# 30
-
-
D10, mm
-
ASTM
D4318-17
LL
1st Test
PL
N.P.
N.P.
PI
ASTM
D4318-17
LL
PL
PI
N.P.
2nd Test, Oven Dried
for Organic
-
-
-
CL-ML, Lower Limit
CL-ML, Upper Limit
PI-LL Limit
A-LINE
LL-50
U-LINE
Point PI-LL
Soil Classification :
ASTM D 2487
Silty Sand(SM)
ASTM D 3282
(AASHTO M145-3)
A-1-b(0)
Stone Fragments,Gravel and Sand
Remark(s):
The sample will be disposed after one week of this report date unless the client requests for extension of storage or retrieval.
This document shall not be reproduced except in full, without written approval of ACTS company.
The above results relate only to the sample(s) tested and should not be used for advertisement purposes.
Prepared By
Reviewed By
Approved By
Norjehan Batua
Data Encoder
Mohammed Tokhi
Materials Engineer
M. Johor
Area Manager
ACTS Serial No.
Reporting Date
2047202
28-Jul-21
TEST REPORT
LIQUID LIMIT, PLASTIC LIMIT & PLASTICITY INDEX OF SOILS
ASTM D4318-17
PROJECT :
Jeddah South Container Terminal Upgrade
CONTRACTOR :
Saudi Archirodon Ltd.
CONSULTANT:
-
CUSTOMER:
ACTS GEOTECHNICAL
TESTED AT:
ACTS Jeddah Main Branch
T.W.O No:
ACTS-2141413
Customer Reference:
-
ACTS Reference:
JUL2125250136
IR / WIR / RFI Number:
-
Sampling Date:
Special Specimen Selection
Process Used(if any):
Method of removing particles larger than the 425-μm (No. 40) sieve:
Specimen Preparation Used:
Wet
Drying Method Used (During Preparation of
Specimen):
Exposing to warm air currents
17-Jul-21
Testing Date:
Description of
Sample
24-Jul-21
Approximate Max
Grain Size, mm:
9.5
Est. Sample Retained on
425µm, %:
51
As received Water
Content, %:
Methodology used to specify how data are
recorded on the test data:
21
Sample Type:
Soil
Sample Located by:
Customer
Sample Collected / Extracted by:
ACTS
Type of Soil (according to specification):
-
Name of Supplier / Source:
-
Reference / Specification:
-
Boring Number and Depth:
LBH-107 (46.50-47.00)
-
Name or Initials of the person(s)who
prepared and tested the samples:
-
Sampling Method Used:
Sample Location, Description, Ident. and
other required info. :
LBH-107 - S4
Test
ASTM D6026
-
Liquid Limit Method A (Multipoint Method)
Plastic Limit
Mechanical Liquid Limit Device
Metal Grooving Tool
Hand Rolled(Plastic Limit Rolling Procedure 1)
Testing Equipment Used
No. of blows, N
-
-
-
---
---
---
Container Ref.
1
2
3
-
A
B
(A) Mass of Container (g)
-
-
-
-
-
-
(B) Mass of wet soil + Container (g)
-
-
-
-
-
-
(C) Mass of dry soil + Container (g)
-
-
-
-
-
-
Moisture content %
-
-
-
-
-
-
Plastic (PL) =
Limits
Liquid (LL) =
NP
Plasticity Index (PI)
PI = (LL - PL) =
NP
NP
Liquid Limit Chart
1.0
Requirements /
Limits
Remarks
LL
NP
-
-
PL
NP
-
-
PI
NP
-
-
0.9
Moisture Content
Test Result
0.8
0.7
0.6
NONPLASTIC
0.5
0.4
0.3
0.2
0.1
0.0
10
25
No. of Blows/Drops, N
The sample will be disposed after one week of this report date unless the client requests for extension of storage or retrieval.
This document shall not be reproduced except in full, without written approval of ACTS company.
The above results relate only to the sample(s) tested and should not be used for advertisement purposes.
Prepared By
Reviewed By
Approved By
Norjehan Batua
Data Encoder
Mohammed Tokhi
Materials Engineer
M. Johor
Area Manager
100
Serial No.
Date
Page
2047203
28-Jul-2021
1 of 1
TEST REPORT
SPECIFIC GRAVITY OF SOIL SOLIDS BY WATER PYCNOMETER
(ASTM D-854)
:
:
:
:
:
Project
Contractor
Consultant
Client
Tested At
Jeddah South Container Terminal Upgrade
Saudi Archirodon Ltd.
ACTS GEOTECHNICAL
ACTS Jeddah Main Branch
TWO No.
ACTS-2141413
Sampled By
Sample Received on :
ACTS
17-Jul-2021
Sample Tested on:
26-Jul-2021
Sample type:
Soil
Sample Reference:
LBH-107 - S4
Sample Depth:
46.50-47.00
ACTS Reference:
JUL2125250137
Retained 4.75 mm (%)
0.0
Weight of Dry Aggregate (g)
-
Weight of aggregate in Water (g)
-
Passing 4.75 mm (%)
100.0
Weight of Pycnometer + Soil +
Water (g)
370.30
Weight of Pycnometer + Water (g)
337.89
Weight of Dry Soil (g)
51.4
23.5
Temperature (T oC)
-
Temperature (T oC)
Temperature Coefficient (K)
-
Temperature Coefficient (K)
Apparent Specific Gravity at Test
Temperature
-
Specific Gravity at Test
Temperature
2.707
Apparent Specific Gravity at 20 oC
-
Specific Gravity at 20 oC
2.705
Specific Gravity
-
0.99921
Prepared by
Checked by
Approved By
Norjehan Batua
Data Encoder
Mohammed Tokhi
Materials Engineer
M. Johor
Area Manager
ACTS Serial No.:
2043412
Reporting Date:
06-Jul-21
TEST REPORT
Laboratory Determination of Water (Moisture) Content of Soil and Rock by Mass
ASTM D2216 − 19
Jeddah South Container Terminal Upgrade
Saudi Archirodon Ltd.
ACTS GEOTECHNICAL
ACTS Jeddah Main Branch
Project:
Contractor:
Consultant:
Customer:
Tested at:
TWO No.:
ACTS-2140430
Drill Hole/Bore Hole Number:
-
Customer Reference:
-
Sampling Method Used:
-
IR / WIR / RFI / Number:
-
Test Method Used:
Method A (1%)
ACTS Reference:
JUL2104040033
Mention if Test Specimen contains more
than one material type (layered, etc.):
-
Sampling Date:
01-Jul-21
Mention if Any Material (size and amount)
was excluded from the Test Specimen:
-
Testing Date:
Sample Located by:
Drying Temperature if different from 110±
5°C., °C:
-
Sample Collected / Extracted by:
01-Jul-21
ACTS
Sample Type:
Soil
Source of Sample:
-
Sample Location, Identification and other
required information:
LBH-108 - S1 (0.50-1.00)
Name or Initial of Person(s) who
performed the test:
Methodology used for significant digits and
rounding off numbers:
Mcms, Mass of Container and Moist Specimen,
g
851.5
Mcds, Mass of Container and Oven Dry
Specimen, g
797.9
Mc, Mass of Container, g
270.0
Mw, Mass of Water, g
53.6
Ms, Mass of Oven Dry Specimen, g
527.9
w, Water Content, %
10.0
-
-
Remark(s):
Mass of test specimen for Moisture Content is lesser than the minimum required mass indicated in ASTM D2216-19 Table 1.
The sample will be disposed after one week of this report date unless the client requests for extension of storage or retrieval.
This document shall not be reproduced except in full, without written approval of ACTS company.
The above results relate only to the sample(s) tested and should not be used for advertisement purposes.
Prepared By
Reviewed By
Approved By
Norjehan Batua
Data Encoder
Ahmad Hoblos
Materials Engineer
M. Johor
Area Manager
ACTS Serial No:
2043411
Reporting Date:
6-Jul-21
page 1 of 2
STANDARD PRACTICE REPORT
Classification of Soils and Soil-Aggregate Mixtures for Engineering Purposes
(Unified Soil Classification System) and Highway Construction Purposes
ASTM D2487-11 and ASTM D3282-15
Jeddah South Container Terminal Upgrade
Saudi Archirodon Ltd.
ACTS GEOTECHNICAL
ACTS Jeddah Main Branch
ACTS-2140430
TWO No.:
Task Order No.
01-Jul-21
Sample Received on :
01-Jul-21
Sample Tested on :
Soil
Sample Type :
ACTS
Sampled by :
PROJECT:
CONTRACTOR:
CONSULTANT:
CUSTOMER:
TESTED AT:
IR / WIR / RFI No.:
-
ACTS Reference:
JUL2104040032
Sample Location, Identification,
Description:
LBH-108 - S1 (0.50-1.00)
Presence of Cobbles or/and Boulders:
Standard Test Methods
Used
-
ASTM D6913
ASTM D1140-17
ASTM D2216-10, Method A
ASTM D4318-17
-
527.9
Mass of the Tested Sample
Source/Supplier:
Project Specification:
g
Sieve No.
Sieve Opening,
mm
Retained Mass Retained Mass
(g)
(%)
6 in.
4 in.
3 in.
2 1/2 in.
2 in.
1 1/2 in.
1 in.
3/4 in.
1/2 in.
3/8 in.
No. 4
No. 8
No. 10
No. 16
No. 20
No. 30
No. 40
No. 50
No. 60
No 100
No. 140
No. 200
Pan
150.0
100.0
75.0
63.0
50.0
37.5
25.0
19.00
12.50
9.50
4.75
2.36
2.000
1.180
0.850
0.600
0.425
0.300
0.250
0.150
0.106
0.075
-
0.0
0.0
71.3
85.8
49.0
56.0
44.9
36.9
29.6
47.5
14.0
92.9
0
0
14
16
9
11
9
7
6
9
3
17.6
MC
Gravel
Sand
Fine
10%
39%
43%
18%
Cumulative
Retained (%)
Percent passing
(%)
0
0
14
30
39
50
58
65
71
80
82
100.0
100
100
86
70
61
50
42
35
29
20
18
0.0
-
Compliance
Remarks
Minimum
Maximum
-
-
Passing %
Percent Passing
100
90
80
70
60
50
40
30
20
10
0
1.00E-02
D60
D30
D10
Minimum Limit
Maximum Limit
Sieve No. 30
D10, Extrapolation
Sieve No. 40
1.00E-01
1.00E+00 Sieve Size (mm)
1.00E+01
1.00E+02
Prepared By
Reviewed By
Approved By
Norjehan Batua
Data Encoder
Ahmad Hoblos
Materials Engineer
M. Johor
Area Manager
-
ACTS Serial No:
2043411
Date:
6-Jul-21
page 2 of 2
STANDARD PRACTICE REPORT
Classification of Soils and Soil-Aggregate Mixtures for Engineering Purposes
(Unified Soil Classification System) and Highway Construction Purposes
ASTM D2487-11 and ASTM D3282-15
Jeddah South Container Terminal Upgrade
Saudi Archirodon Ltd.
ACTS GEOTECHNICAL
ACTS Jeddah Main Branch
PROJECT:
CONTRACTOR:
CONSULTANT:
CUSTOMER:
TESTED AT:
ADDITIONAL INFORMATION
ASTM D2216-10
ASTM D422 - (2007) e2
Methodology used to specify how data are recorded:
Description of Sand and Gravel Particles, Hardness
-
Specific Gravity if Unusually high or low:
-
Description of Sand and Gravel Particles, Shape
Method Used
Method A (1%)
More than one Material Type, if any.
-
Drying Temperature if different from 110±5°C
Material (size and amount) was excluded
from the test specimen.
ASTM D1140-17
Mass Less than the minimum indicated, if any:
-
ASTM C117 - 17
Date of Test:
-
Name of technician performing the test:
-
Date of Test:
-
Method Used:
Method A - Soaked in Water
Method of Procedure Used
-
Length of Time the specimen was soaked, mins
-
-
-
Sieve
% Passing
% Fraction
Passing
D60, mm
4.391
Cu
-
Cc
-
Gravel
Sand
Fine
# 40
-
-
D30, mm
0.273
39%
43%
18%
# 30
-
-
D10, mm
-
ASTM
D4318-17
1st Test
LL
PL
-
-
PI
ASTM
D4318-17
LL
PL
PI
-
2nd Test, Oven Dried
for Organic
-
-
-
CL-ML, Lower Limit
CL-ML, Upper Limit
PI-LL Limit
A-LINE
LL-50
U-LINE
Point PI-LL
ASTM D 2487
-
ASTM D 3282
(AASHTO M145-3)
Remarks: Mass of test specimen for Moisture Content is lesser than the minimum required mass indicated in ASTM D2216-10 Table 1.
The sample will be disposed after one week of this report date unless the client requests for extension of storage or retrieval.
This document shall not be reproduced except in full, without written approval of ACTS company.
The above results relate only to the sample(s) tested and should not be used for advertisement purposes.
Prepared By
Checked By
Reviewed By
Norjehan Batua
Data Encoder
Ahmad Hoblos
Materials Engineer
M. Johor
Area Manager
Serial No.
Date
Page
:
:
:
TEST REPORT
COMPRESSIVE STRENGTH AND ELASTIC MODULI
OF INTACT ROCK CORE SPECIMENS
ASTM D7012-Method C
PROJECT
CONTRACTOR
ENGINEER
CUSTOMER
TESTED AT
Jeddah South Container Terminal Upgrade
Saudi Archirodon Ltd.
:
:
:
:
:
TWO No.
Sample Received on
Sample Type
Sampled By
Tested On
Sample Reference
Sample Location
ACTS Ref No.
ACTS GEOTECHNICAL
ACTS Jeddah Main Branch
:
:
:
:
:
:
:
:
ACTS-2140430
1/Jul/2021
Rock
ACTS
3/Jul/2021
(12.50-13.00)
LBH-108 - S3
JUL2104040035
Sample height (mm)
126
Sample diameter (mm)
62.6
Length-diameter ratio
2.0
0.1
Moisture content (%)
358.0
Load
Compressive strength (MPa)
116.3
PREPARED BY
CHECKED BY
APPROVED BY
Norjehan Batua
Data Encoder
Ahmad Hoblos
Materials Engineer
M. Johor
Area Manager
2043414
6-Jul-2021
1 of 1
Serial No.
Date:
Page :
4-Sep-7494
6-Jul-2021
1 of 1
TEST REPORT
POINT LOAD STRENGTH INDEX OF ROCK
(A.S.T.M. D 5731)
PROJECT :
Jeddah South Container Terminal Upgrade
CONTRACTOR :
Saudi Archirodon Ltd.
ENGINEER :
CUSTOMER :
ACTS GEOTECHNICAL
TESTED AT :
ACTS Jeddah Main Branch
TWO No :
Sample Received on :
Sample Type :
Sampled by :
Device used :
Sample moisture condition :
Sample Location :
Sample Tested on :
ACTS-2140430
1/Jul/2021
Rock
ACTS
Matest Digital Point load Tester ,Model # A125
As Received
LBH-108 - S4 (13.00-13.50)
3/Jul/2021
Sample Ref.
LBH-108 - S4
-
-
-
-
Axial
-
-
-
-
Sample Moisture Content (%)
0.1
-
-
-
-
Sample width, W (mm)
Test type
63.1
-
-
-
-
Platen separation, D (mm)
31.4
-
-
-
-
Length/Diameter Ratio
0.498
-
-
-
-
2522.7
-
-
-
-
2
2
De (mm )
Equivalent diameter De,
50.2
-
-
-
-
51330.0
-
-
-
-
Uncorrected Point load index, Is (MPa)
20.35
-
-
-
-
Estimated uniaxial comp. strength, MPa
396.67
-
-
-
-
Size correction factor,F
1.002
-
-
-
-
Corrected point load index, Is(50) (MPa)
20.39
-
-
-
-
Failure load, P (N)
20.39
Average Corrected Point Load Index , Is(50) , MPa
Extremely High
Strength Classification
PREPARED BY
CHECKED BY
APPROVED BY
Norjehan Batua
Data Encoder
Ahmad Hoblos
Materials Engineer
M.Johor
Area Manager
Serial No.
Date:
Page :
6-Sep-7494
6-Jul-2021
1 of 1
TEST REPORT
POINT LOAD STRENGTH INDEX OF ROCK
(A.S.T.M. D 5731)
PROJECT :
Jeddah South Container Terminal Upgrade
CONTRACTOR :
Saudi Archirodon Ltd.
ENGINEER :
CUSTOMER :
ACTS GEOTECHNICAL
TESTED AT :
ACTS Jeddah Main Branch
TWO No :
Sample Received on :
Sample Type :
Sampled by :
Device used :
Sample moisture condition :
Sample Location :
Sample Tested on :
ACTS-2140430
1/Jul/2021
Rock
ACTS
Matest Digital Point load Tester ,Model # A125
As Received
LBH-108 - S6 (25.35-25.50)
3/Jul/2021
Sample Ref.
LBH-108 - S6
-
-
-
-
Axial
-
-
-
-
Sample Moisture Content (%)
4.8
-
-
-
-
Sample width, W (mm)
Test type
63.1
-
-
-
-
Platen separation, D (mm)
32.1
-
-
-
-
Length/Diameter Ratio
0.509
-
-
-
-
2579.0
-
-
-
-
2
2
De (mm )
Equivalent diameter De,
50.8
-
-
-
-
4240.0
-
-
-
-
Uncorrected Point load index, Is (MPa)
1.64
-
-
-
-
Estimated uniaxial comp. strength, MPa
32.25
-
-
-
-
Size correction factor,F
1.007
-
-
-
-
Corrected point load index, Is(50) (MPa)
1.66
-
-
-
-
Failure load, P (N)
Average Corrected Point Load Index , Is(50) , MPa
1.66
Strength Classification
High
PREPARED BY
CHECKED BY
APPROVED BY
Norjehan Batua
Data Encoder
Ahmad Hoblos
Materials Engineer
M.Johor
Area Manager
Serial No.
Date
Page
:
:
:
TEST REPORT
COMPRESSIVE STRENGTH AND ELASTIC MODULI
OF INTACT ROCK CORE SPECIMENS
ASTM D7012-Method C
PROJECT
CONTRACTOR
ENGINEER
CUSTOMER
TESTED AT
Jeddah South Container Terminal Upgrade
Saudi Archirodon Ltd.
:
:
:
:
:
TWO No.
Sample Received on
Sample Type
Sampled By
Tested On
Sample Reference
Sample Location
ACTS Ref No.
ACTS GEOTECHNICAL
ACTS Jeddah Main Branch
:
:
:
:
:
:
:
:
ACTS-2140430
1/Jul/2021
Rock
ACTS
3/Jul/2021
(46.50-46.85)
LBH-108 - S7
JUL2104040039
124.6
Sample height (mm)
Sample diameter (mm)
Length-diameter ratio
62.1
2.0
1.4
Moisture content (%)
3.4
Load
Compressive strength (MPa)
1.1
PREPARED BY
CHECKED BY
APPROVED BY
Norjehan Batua
Data Encoder
Ahmad Hoblos
Materials Engineer
M. Johor
Area Manager
2043418
6-Jul-2021
1 of 1
Serial No.
Date:
Page:
2043413
6-Jul-2021
1 of 1
TEST REPORT
CHEMICAL ANALYSIS OF SOIL
PROJECT :
Jeddah South Container Terminal Upgrade
CONTRACTOR :
Saudi Archirodon Ltd.
ENGINEER :
-
CUSTOMER :
TESTED AT :
ACTS GEOTECHNICAL
TWO No. :
ACTS-2140430
ACTS Ref. :
JUL2104040034
Sampled By:
ACTS
Sample Reference :
LBH-108 - S2
Sample Depth :
2.25-2.70
Sample Type :
Soil
Sample Received on :
1-Jul-2021
Sample Tested on :
4-Jul-2021
Advanced Construction Technology Services, Jeddah, KSA
Test
Test Method
Result
Units
Chloride (Cl)
-
0.027
%
Sulfate (SO3)
BS 1377-3
0.007
%
pH 0.01 M CaCL2
ASTM D4972
8.1
-
pH distilled water
ASTM D4972
8.4
-
Carbonate content
BS 1377-3
7.0
%
Prepared By
Checked By
Approved By
Norjehan Batua
Data Encoder
Ahmad Hoblos
Materials Engineer
M.Johor
Area Manager
Serial No.
Date:
Page:
2043416
6-Jul-2021
1 of 1
TEST REPORT
CHEMICAL ANALYSIS OF SOIL
PROJECT :
Jeddah South Container Terminal Upgrade
CONTRACTOR :
Saudi Archirodon Ltd.
ENGINEER :
-
CUSTOMER :
TESTED AT :
ACTS GEOTECHNICAL
TWO No. :
ACTS-2140430
ACTS Ref. :
JUL2104040037
Sampled By:
ACTS
Sample Reference :
LBH-108 - S5
Sample Depth :
16.50-16.95
Sample Type :
Soil
Sample Received on :
1-Jul-2021
Sample Tested on :
4-Jul-2021
Advanced Construction Technology Services, Jeddah, KSA
Test
Test Method
Result
Units
Chloride (Cl)
-
0.028
%
Sulfate (SO3)
BS 1377-3
0.007
%
pH 0.01 M CaCL2
ASTM D4972
7.8
-
pH distilled water
ASTM D4972
8.1
-
Carbonate content
BS 1377-3
15.5
%
Prepared By
Checked By
Approved By
Norjehan Batua
Data Encoder
Ahmad Hoblos
Materials Engineer
M.Johor
Area Manager
ACTS Serial No.:
2055241
Reporting Date:
24-Aug-21
TEST REPORT
Laboratory Determination of Water (Moisture) Content of Soil and Rock by Mass
ASTM D2216 − 19
Jeddah South Container Terminal Upgrade
Saudi Archirodon Ltd.
ACTS GEOTECHNICAL
ACTS Jeddah Main Branch
Project:
Contractor:
Consultant:
Customer:
Tested at:
TWO No.:
ACTS-2142873
Drill Hole/Bore Hole Number:
LBH-109 (4.50-4.95)
Customer Reference:
-
Sampling Method Used:
-
IR / WIR / RFI / Number:
-
Test Method Used:
Method A (1%)
ACTS Reference:
AUG2122220049
Mention if Test Specimen contains more
than one material type (layered, etc.):
-
Sampling Date:
16-Aug-21
Mention if Any Material (size and amount)
was excluded from the Test Specimen:
-
Testing Date:
Sample Located by:
Drying Temperature if different from 110±
5°C., °C:
-
Sample Collected / Extracted by:
17-Aug-21
ACTS
Sample Type:
Soil
Source of Sample:
-
Sample Location, Identification and other
required information:
S1
Name or Initial of Person(s) who
performed the test:
Methodology used for significant digits and
rounding off numbers:
Mcms, Mass of Container and Moist Specimen,
g
746.7
Mcds, Mass of Container and Oven Dry
Specimen, g
646.8
Mc, Mass of Container, g
191.7
Mw, Mass of Water, g
99.9
Ms, Mass of Oven Dry Specimen, g
455.1
w, Water Content, %
22.0
Aftab
-
-
Remark(s):
The sample will be disposed after one week of this report date unless the client requests for extension of storage or retrieval.
This document shall not be reproduced except in full, without written approval of ACTS company.
The above results relate only to the sample(s) tested and should not be used for advertisement purposes.
Prepared By
Reviewed By
Approved By
Norjehan Batua
Data Encoder
Mohammed Tokhi
Materials Engineer
M. Johor
Area Manager
ACTS Serial No:
2055242
Reporting Date:
24-Aug-21
page 1 of 2
STANDARD PRACTICE REPORT
Classification of Soils and Soil-Aggregate Mixtures for Engineering Purposes
(Unified Soil Classification System) and Highway Construction Purposes
ASTM D2487-11 and ASTM D3282-15
Jeddah South Container Terminal Upgrade
Saudi Archirodon Ltd.
ACTS GEOTECHNICAL
ACTS Jeddah Main Branch
ACTS-2142873
TWO No.:
Task Order No.
16-Aug-21
Sample Received on :
19-Aug-21
Sample Tested on :
Soil
Sample Type :
ACTS
Sampled by :
PROJECT:
CONTRACTOR:
CONSULTANT:
CUSTOMER:
TESTED AT:
IR / WIR / RFI No.:
-
ACTS Reference:
AUG2122220050
Sample Location, Identification,
Description:
LBH-109 - S1 (4.50-4.95)
Presence of Cobbles or/and Boulders:
Standard Test Methods
Used
-
ASTM D1140-17
ASTM D2216-10, Method A
ASTM D4318-17
ASTM D4318-17
-
455.1
Mass of the Tested Sample
Source/Supplier:
Project Specification:
g
Sieve No.
Sieve Opening,
mm
Retained Mass Retained Mass
(g)
(%)
6 in.
4 in.
3 in.
2 1/2 in.
2 in.
1 1/2 in.
1 in.
3/4 in.
1/2 in.
3/8 in.
No. 4
No. 8
No. 10
No. 16
No. 20
No. 30
No. 40
No. 50
No. 60
No 100
No. 140
No. 200
Pan
150.0
100.0
75.0
63.0
50.0
37.5
25.0
19.00
12.50
9.50
4.75
2.36
2.000
1.180
0.850
0.600
0.425
0.300
0.250
0.150
0.106
0.075
-
0.0
0.0
119.5
1.2
5.6
44.8
76
70.0
93.5
17.9
26.6
MC
Gravel
Sand
Fine
22%
27%
67%
5.8%
0
0
26
0.3
1.2
9.8
16.7
15.4
20.5
3.9
5.8
Cumulative
Retained (%)
Percent passing
(%)
0
0
26
27
28
38
54
70
90
94.2
100.0
100
100
74
73
72
62
46
30
10
5.8
0.0
-
Compliance
Remarks
Minimum
Maximum
-
-
Passing %
Percent Passing
100
90
80
70
60
50
40
30
20
10
0
1.00E-02
D60
D30
D10
Minimum Limit
Maximum Limit
Sieve No. 30
-
Sieve No. 40
1.00E-01
1.00E+00 Sieve Size (mm)
1.00E+01
1.00E+02
Prepared By
Reviewed By
Approved By
Norjehan Batua
Data Encoder
Mohammed Tokhi
Materials Engineer
M. Johor
Area Manager
-
ACTS Serial No:
2055242
Date:
24-Aug-21
page 2 of 2
STANDARD PRACTICE REPORT
Classification of Soils and Soil-Aggregate Mixtures for Engineering Purposes
(Unified Soil Classification System) and Highway Construction Purposes
ASTM D2487-11 and ASTM D3282-15
Jeddah South Container Terminal Upgrade
Saudi Archirodon Ltd.
ACTS GEOTECHNICAL
ACTS Jeddah Main Branch
PROJECT:
CONTRACTOR:
CONSULTANT:
CUSTOMER:
TESTED AT:
ADDITIONAL INFORMATION
ASTM D2216-10
ASTM D422 - (2007) e2
Methodology used to specify how data are recorded:
Description of Sand and Gravel Particles, Hardness
-
Specific Gravity if Unusually high or low:
-
Description of Sand and Gravel Particles, Shape
Method Used
Method A (1%)
More than one Material Type, if any.
-
Drying Temperature if different from 110±5°C
Material (size and amount) was excluded
from the test specimen.
ASTM D1140-17
Mass Less than the minimum indicated, if any:
-
ASTM C117 - 17
Date of Test:
-
Name of technician performing the test:
Aftab
Date of Test:
-
Method Used:
Method A - Soaked in Water
Method of Procedure Used
-
Length of Time the specimen was soaked, mins
-
-
-
Sieve
% Passing
% Fraction
Passing
D60, mm
0.779
Cu
7.35
Cc
0.76
Gravel
Sand
Fine
# 40
-
-
D30, mm
0.250
27%
67%
5.8%
# 30
-
-
D10, mm
0.106
ASTM
D4318-17
LL
1st Test
PL
N.P.
N.P.
PI
ASTM
D4318-17
LL
PL
PI
N.P.
2nd Test, Oven Dried
for Organic
-
-
-
CL-ML, Lower Limit
CL-ML, Upper Limit
PI-LL Limit
A-LINE
LL-50
U-LINE
Point PI-LL
Soil Classification :
ASTM D 2487
Poorly Graded Sand with Silt and Gravel(SP-SM)
ASTM D 3282
(AASHTO M145-3)
A-1-b(0)
Stone Fragments,Gravel and Sand
Remark(s):
The sample will be disposed after one week of this report date unless the client requests for extension of storage or retrieval.
This document shall not be reproduced except in full, without written approval of ACTS company.
The above results relate only to the sample(s) tested and should not be used for advertisement purposes.
Prepared By
Reviewed By
Approved By
Norjehan Batua
Data Encoder
Mohammed Tokhi
Materials Engineer
M. Johor
Area Manager
ACTS Serial No.
Reporting Date
2055243
24-Aug-21
TEST REPORT
LIQUID LIMIT, PLASTIC LIMIT & PLASTICITY INDEX OF SOILS
ASTM D4318-17
PROJECT :
Jeddah South Container Terminal Upgrade
CONTRACTOR :
Saudi Archirodon Ltd.
CONSULTANT:
-
CUSTOMER:
ACTS GEOTECHNICAL
TESTED AT:
ACTS Jeddah Main Branch
T.W.O No:
ACTS-2142873
Customer Reference:
-
ACTS Reference:
AUG2122220051
IR / WIR / RFI Number:
-
Sampling Date:
Special Specimen Selection
Process Used(if any):
Method of removing particles larger than the 425-μm (No. 40) sieve:
Specimen Preparation Used:
Wet
Drying Method Used (During Preparation of
Specimen):
Exposing to warm air currents
16-Aug-21
Testing Date:
Description of
Sample
19-Aug-21
Approximate Max
Grain Size, mm:
19
Est. Sample Retained on
425µm, %:
54
As received Water
Content, %:
Methodology used to specify how data are
recorded on the test data:
22
Sample Type:
Soil
Sample Located by:
Customer
Sample Collected / Extracted by:
ACTS
Type of Soil (according to specification):
-
Name of Supplier / Source:
-
Reference / Specification:
-
Boring Number and Depth:
LBH-109 (4.50-4.95)
-
Name or Initials of the person(s)who
prepared and tested the samples:
Aftab
Sampling Method Used:
Sample Location, Description, Ident. and
other required info. :
S1
Test
ASTM D6026
-
Liquid Limit Method A (Multipoint Method)
Plastic Limit
Mechanical Liquid Limit Device
Metal Grooving Tool
Hand Rolled(Plastic Limit Rolling Procedure 1)
Testing Equipment Used
No. of blows, N
-
-
-
---
---
---
Container Ref.
1
2
3
-
A
B
(A) Mass of Container (g)
-
-
-
-
-
-
(B) Mass of wet soil + Container (g)
-
-
-
-
-
-
(C) Mass of dry soil + Container (g)
-
-
-
-
-
-
Moisture content %
-
-
-
-
-
-
Plastic (PL) =
Limits
Liquid (LL) =
NP
Plasticity Index (PI)
PI = (LL - PL) =
NP
NP
Liquid Limit Chart
1.0
Requirements /
Limits
Remarks
LL
NP
-
-
PL
NP
-
-
PI
NP
-
-
0.9
Moisture Content
Test Result
0.8
0.7
0.6
NONPLASTIC
0.5
0.4
0.3
0.2
0.1
0.0
10
25
No. of Blows/Drops, N
The sample will be disposed after one week of this report date unless the client requests for extension of storage or retrieval.
This document shall not be reproduced except in full, without written approval of ACTS company.
The above results relate only to the sample(s) tested and should not be used for advertisement purposes.
Prepared By
Reviewed By
Approved By
Norjehan Batua
Data Encoder
Mohammed Tokhi
Materials Engineer
M. Johor
Area Manager
100
Serial No.
Date
Page
2055244
24-Aug-2021
1 of 1
TEST REPORT
SPECIFIC GRAVITY OF SOIL SOLIDS BY WATER PYCNOMETER
(ASTM D-854)
:
:
:
:
:
Project
Contractor
Consultant
Client
Tested At
Jeddah South Container Terminal Upgrade
Saudi Archirodon Ltd.
ACTS GEOTECHNICAL
ACTS Jeddah Main Branch
TWO No.
ACTS-2142873
Sampled By
Sample Received on :
ACTS
16-Aug-2021
Sample Tested on:
19-Aug-2021
Sample type:
Soil
Sample Reference:
LBH-109 - S1
Sample Depth:
(4.50-4.95)
ACTS Reference:
AUG2122220052
Retained 4.75 mm (%)
27.0
Weight of Dry Aggregate (g)
-
Weight of aggregate in Water (g)
-
Passing 4.75 mm (%)
73.0
Weight of Pycnometer + Soil +
Water (g)
372.90
Weight of Pycnometer + Water (g)
340.78
Weight of Dry Soil (g)
50.9
23.3
Temperature (T oC)
-
Temperature (T oC)
Temperature Coefficient (K)
-
Temperature Coefficient (K)
Apparent Specific Gravity at Test
Temperature
-
Specific Gravity at Test
Temperature
2.709
Apparent Specific Gravity at 20 oC
-
Specific Gravity at 20 oC
2.707
Specific Gravity
-
0.99926
Prepared by
Checked by
Approved By
Norjehan Batua
Data Encoder
Mohammed Tokhi
Materials Engineer
M. Johor
Area Manager
ACTS Serial No.:
2055245
Reporting Date:
24-Aug-21
TEST REPORT
Laboratory Determination of Water (Moisture) Content of Soil and Rock by Mass
ASTM D2216 − 19
Jeddah South Container Terminal Upgrade
Saudi Archirodon Ltd.
ACTS GEOTECHNICAL
ACTS Jeddah Main Branch
Project:
Contractor:
Consultant:
Customer:
Tested at:
TWO No.:
ACTS-2142873
Drill Hole/Bore Hole Number:
LBH-109 (18.00-18.50)
Customer Reference:
-
Sampling Method Used:
-
IR / WIR / RFI / Number:
-
Test Method Used:
Method A (1%)
ACTS Reference:
AUG2122220053
Mention if Test Specimen contains more
than one material type (layered, etc.):
-
Sampling Date:
16-Aug-21
Mention if Any Material (size and amount)
was excluded from the Test Specimen:
-
Testing Date:
Sample Located by:
Drying Temperature if different from 110±
5°C., °C:
-
Sample Collected / Extracted by:
17-Aug-21
ACTS
Sample Type:
Soil
Source of Sample:
-
Sample Location, Identification and other
required information:
S2
Name or Initial of Person(s) who
performed the test:
Methodology used for significant digits and
rounding off numbers:
Mcms, Mass of Container and Moist Specimen,
g
492.7
Mcds, Mass of Container and Oven Dry
Specimen, g
432.7
Mc, Mass of Container, g
180.5
Mw, Mass of Water, g
60.0
Ms, Mass of Oven Dry Specimen, g
252.2
w, Water Content, %
24.0
Aftab
-
-
Remark(s):
The sample will be disposed after one week of this report date unless the client requests for extension of storage or retrieval.
This document shall not be reproduced except in full, without written approval of ACTS company.
The above results relate only to the sample(s) tested and should not be used for advertisement purposes.
Prepared By
Reviewed By
Approved By
Norjehan Batua
Data Encoder
Mohammed Tokhi
Materials Engineer
M. Johor
Area Manager
ACTS Serial No:
2055246
Reporting Date:
24-Aug-21
page 1 of 2
STANDARD PRACTICE REPORT
Classification of Soils and Soil-Aggregate Mixtures for Engineering Purposes
(Unified Soil Classification System) and Highway Construction Purposes
ASTM D2487-11 and ASTM D3282-15
Jeddah South Container Terminal Upgrade
Saudi Archirodon Ltd.
ACTS GEOTECHNICAL
ACTS Jeddah Main Branch
ACTS-2142873
TWO No.:
Task Order No.
16-Aug-21
Sample Received on :
19-Aug-21
Sample Tested on :
Soil
Sample Type :
ACTS
Sampled by :
PROJECT:
CONTRACTOR:
CONSULTANT:
CUSTOMER:
TESTED AT:
IR / WIR / RFI No.:
-
ACTS Reference:
AUG2122220054
Sample Location, Identification,
Description:
LBH-109 - S2 (18.00-18.50)
Presence of Cobbles or/and Boulders:
Standard Test Methods
Used
-
ASTM D1140-17
ASTM D2216-10, Method A
ASTM D4318-17
ASTM D6913
-
252.2
Mass of the Tested Sample
Source/Supplier:
Project Specification:
g
Sieve No.
Sieve Opening,
mm
Retained Mass Retained Mass
(g)
(%)
6 in.
4 in.
3 in.
2 1/2 in.
2 in.
1 1/2 in.
1 in.
3/4 in.
1/2 in.
3/8 in.
No. 4
No. 8
No. 10
No. 16
No. 20
No. 30
No. 40
No. 50
No. 60
No 100
No. 140
No. 200
Pan
150.0
100.0
75.0
63.0
50.0
37.5
25.0
19.00
12.50
9.50
4.75
2.36
2.000
1.180
0.850
0.600
0.425
0.300
0.250
0.150
0.106
0.075
-
0.0
0.0
8.4
11.0
12.2
13.4
10.4
7.4
12.0
4.4
173.0
0
0
3
4.4
4.8
5.3
4.1
2.9
4.8
1.7
68.6
MC
Gravel
Sand
Fine
24%
8%
23%
69%
Cumulative
Retained (%)
Percent passing
(%)
0
0
3
8
13
18
22
25
30
31
100.0
100
100
97
92
87
82
78
75
70
69
0.0
-
Compliance
Remarks
Minimum
Maximum
-
-
Passing %
Percent Passing
100
90
80
70
60
50
40
30
20
10
0
1.00E-02
D60
D30
D10
Minimum Limit
Maximum Limit
Sieve No. 30
D10, Extrapolation
Sieve No. 40
1.00E-01
1.00E+00 Sieve Size (mm)
1.00E+01
1.00E+02
Prepared By
Reviewed By
Approved By
Norjehan Batua
Data Encoder
Mohammed Tokhi
Materials Engineer
M. Johor
Area Manager
-
ACTS Serial No:
2055246
Date:
24-Aug-21
page 2 of 2
STANDARD PRACTICE REPORT
Classification of Soils and Soil-Aggregate Mixtures for Engineering Purposes
(Unified Soil Classification System) and Highway Construction Purposes
ASTM D2487-11 and ASTM D3282-15
Jeddah South Container Terminal Upgrade
Saudi Archirodon Ltd.
ACTS GEOTECHNICAL
ACTS Jeddah Main Branch
PROJECT:
CONTRACTOR:
CONSULTANT:
CUSTOMER:
TESTED AT:
ADDITIONAL INFORMATION
ASTM D2216-10
ASTM D422 - (2007) e2
Methodology used to specify how data are recorded:
Description of Sand and Gravel Particles, Hardness
-
Specific Gravity if Unusually high or low:
-
Description of Sand and Gravel Particles, Shape
Method Used
Method A (1%)
More than one Material Type, if any.
-
Drying Temperature if different from 110±5°C
Material (size and amount) was excluded
from the test specimen.
ASTM D1140-17
Mass Less than the minimum indicated, if any:
-
ASTM C117 - 17
Date of Test:
-
Name of technician performing the test:
Aftab
Date of Test:
-
Method Used:
Method A - Soaked in Water
Method of Procedure Used
-
Length of Time the specimen was soaked, mins
-
-
-
Sieve
Gravel
8%
% Passing
% Fraction
Passing
D60, mm
-
Cu
-
Cc
-
Sand
Fine
# 40
-
-
D30, mm
-
23%
69%
# 30
-
-
D10, mm
-
ASTM
D4318-17
LL
1st Test
PL
30
21
PI
ASTM
D4318-17
LL
PL
PI
9
2nd Test, Oven Dried
for Organic
-
-
-
CL-ML, Lower Limit
CL-ML, Upper Limit
PI-LL Limit
A-LINE
LL-50
U-LINE
Point PI-LL
Soil Classification :
ASTM D 2487
Sandy Lean Clay(CL)
ASTM D 3282
(AASHTO M145-3)
A-4(5)
Silty Soils
Remark(s):
The sample will be disposed after one week of this report date unless the client requests for extension of storage or retrieval.
This document shall not be reproduced except in full, without written approval of ACTS company.
The above results relate only to the sample(s) tested and should not be used for advertisement purposes.
Prepared By
Reviewed By
Approved By
Norjehan Batua
Data Encoder
Mohammed Tokhi
Materials Engineer
M. Johor
Area Manager
ACTS Serial No.
Reporting Date
2055247
24-Aug-21
TEST REPORT
LIQUID LIMIT, PLASTIC LIMIT & PLASTICITY INDEX OF SOILS
ASTM D4318-17
PROJECT :
Jeddah South Container Terminal Upgrade
CONTRACTOR :
Saudi Archirodon Ltd.
CONSULTANT:
-
CUSTOMER:
ACTS GEOTECHNICAL
TESTED AT:
ACTS Jeddah Main Branch
T.W.O No:
ACTS-2142873
Customer Reference:
-
ACTS Reference:
AUG2122220055
IR / WIR / RFI Number:
-
Sampling Date:
Special Specimen Selection
Process Used(if any):
Method of removing particles larger than the 425-μm (No. 40) sieve:
Specimen Preparation Used:
Wet
Drying Method Used (During Preparation of
Specimen):
Exposing to warm air currents
16-Aug-21
Testing Date:
Description of
Sample
19-Aug-21
Approximate Max
Grain Size, mm:
19
Est. Sample Retained on
425µm, %:
22
As received Water
Content, %:
Methodology used to specify how data are
recorded on the test data:
24
Sample Type:
Soil
Sample Located by:
Customer
Sample Collected / Extracted by:
ACTS
Type of Soil (according to specification):
-
Name of Supplier / Source:
-
Reference / Specification:
-
Boring Number and Depth:
LBH-109 (18.00-18.50)
-
Name or Initials of the person(s)who
prepared and tested the samples:
Aftab
Sampling Method Used:
Sample Location, Description, Ident. and
other required info. :
S2
Test
ASTM D6026
-
Liquid Limit Method A (Multipoint Method)
Plastic Limit
Mechanical Liquid Limit Device
Metal Grooving Tool
Hand Rolled(Plastic Limit Rolling Procedure 1)
Testing Equipment Used
No. of blows, N
32
26
17
---
---
Container Ref.
1
2
3
-
A
B
(A) Mass of Container (g)
36.98
31.92
38.06
-
37.14
36.89
(B) Mass of wet soil + Container (g)
50.43
45.31
52.34
-
49.49
50.32
(C) Mass of dry soil + Container (g)
47.38
42.19
48.93
-
47.36
47.97
Moisture content %
29.3
30.4
31.4
-
20.8
21.2
30
Plastic (PL) =
Limits
Liquid (LL) =
Plasticity Index (PI)
PI = (LL - PL) =
---
21
9
Liquid Limit Chart
32.0
Requirements /
Limits
Remarks
LL
30
-
-
PL
21
-
-
PI
9
-
-
31.5
Moisture Content
Test Result
31.0
30.5
30.0
29.5
29.0
10
25
No. of Blows/Drops, N
The sample will be disposed after one week of this report date unless the client requests for extension of storage or retrieval.
This document shall not be reproduced except in full, without written approval of ACTS company.
The above results relate only to the sample(s) tested and should not be used for advertisement purposes.
Prepared By
Reviewed By
Approved By
Norjehan Batua
Data Encoder
Mohammed Tokhi
Materials Engineer
M. Johor
Area Manager
100
Serial No.
Date:
Page:
2055261
24-Aug-2021
1 of 1
TEST REPORT
CHEMICAL ANALYSIS OF SOIL
PROJECT :
Jeddah South Container Terminal Upgrade
CONTRACTOR :
Saudi Archirodon Ltd.
ENGINEER :
-
CUSTOMER :
TESTED AT :
ACTS GEOTECHNICAL
TWO No. :
ACTS-2142873
ACTS Ref. :
AUG2122220056
Sampled By:
ACTS
Sample Reference :
LBH-109 - S3
Sample Depth :
25.50-26.00
Sample Type :
Soil
Sample Received on :
16-Aug-2021
Sample Tested on :
22-Aug-2021
Advanced Construction Technology Services, Jeddah, KSA
Test
Test Method
Result
Units
Chloride (Cl)
BS 1377-3
0.03
%
Sulfate (SO3)
BS 1377-3
0.08
%
pH 0.01 M CaCL2
ASTM D4972
8.6
-
pH distilled water
ASTM D4972
9.1
-
Carbonate content
BS 1377-3
37.0
%
Prepared By
Checked By
Approved By
Norjehan Batua
Data Encoder
Mohammed Tokhi
Materials Engineer
M.Johor
Area Manager
Serial No.
Date:
Page :
28-Jan-7527
24-Aug-2021
1 of 1
TEST REPORT
POINT LOAD STRENGTH INDEX OF ROCK
(A.S.T.M. D 5731)
PROJECT :
Jeddah South Container Terminal Upgrade
CONTRACTOR :
Saudi Archirodon Ltd.
ENGINEER :
CUSTOMER :
ACTS GEOTECHNICAL
TESTED AT :
ACTS Jeddah Main Branch
TWO No :
Sample Received on :
Sample Type :
Sampled by :
Device used :
Sample moisture condition :
Sample Location :
Sample Tested on :
ACTS-2142873
16/Aug/2021
Rock
ACTS
Matest Digital Point load Tester ,Model # A125
As Received
LBH-109 - S4 (32.90-33.00)
21/Aug/2021
Sample Ref.
-
-
-
-
-
Axial
-
-
-
-
Sample Moisture Content (%)
1.5
-
-
-
-
Sample width, W (mm)
Test type
61.7
-
-
-
-
Platen separation, D (mm)
42.3
-
-
-
-
Length/Diameter Ratio
0.686
-
-
-
-
3323.0
-
-
-
-
2
2
De (mm )
Equivalent diameter De,
57.6
-
-
-
-
2650.0
-
-
-
-
Uncorrected Point load index, Is (MPa)
0.80
-
-
-
-
Estimated uniaxial comp. strength, MPa
17.07
-
-
-
-
Size correction factor,F
1.066
-
-
-
-
Corrected point load index, Is(50) (MPa)
0.85
-
-
-
-
Failure load, P (N)
0.85
Average Corrected Point Load Index , Is(50) , MPa
Medium
Strength Classification
PREPARED BY
CHECKED BY
APPROVED BY
Norjehan Batua
Data Encoder
Mohammed Tokhi
Materials Engineer
M.Johor
Area Manager
ACTS Serial No:
2040891
Reporting Date:
30-Jun-21
page 1 of 2
STANDARD PRACTICE REPORT
Classification of Soils and Soil-Aggregate Mixtures for Engineering Purposes
(Unified Soil Classification System) and Highway Construction Purposes
ASTM D2487-11 and ASTM D3282-15
Jeddah South Container Terminal Upgrade
Saudi Archirodon Ltd.
ACTS GEOTECHNICAL
ACTS Jeddah Main Branch
ACTS-2139800
TWO No.:
Task Order No.
23-Jun-21
Sample Received on :
24-Jun-21
Sample Tested on :
Soil
Sample Type :
ACTS
Sampled by :
PROJECT:
CONTRACTOR:
CONSULTANT:
CUSTOMER:
TESTED AT:
IR / WIR / RFI No.:
-
ACTS Reference:
JUN2124240173
Sample Location, Identification,
Description:
LBH-201 - S1 (15.00-15.45)
Presence of Cobbles or/and Boulders:
Standard Test Methods
Used
-
ASTM D6913
ASTM D1140-17
ASTM D2216-10, Method A
ASTM D4318-17
-
547.5
Mass of the Tested Sample
Source/Supplier:
Project Specification:
g
Sieve No.
Sieve Opening,
mm
Retained Mass Retained Mass
(g)
(%)
6 in.
4 in.
3 in.
2 1/2 in.
2 in.
1 1/2 in.
1 in.
3/4 in.
1/2 in.
3/8 in.
No. 4
No. 8
No. 10
No. 16
No. 20
No. 30
No. 40
No. 50
No. 60
No 100
No. 140
No. 200
Pan
150.0
100.0
75.0
63.0
50.0
37.5
25.0
19.00
12.50
9.50
4.75
2.36
2.000
1.180
0.850
0.600
0.425
0.300
0.250
0.150
0.106
0.075
-
0.0
0.0
47.4
57.4
52.5
73.5
77.3
56
36.7
40.4
13.5
92.8
0
0
9
10
10
13
14
10
7
7
2
16.9
MC
Gravel
Sand
Fine
10%
29%
54%
17%
Cumulative
Retained (%)
Percent passing
(%)
0
0
9
19
29
42
56
67
73
81
83
100.0
100
100
91
81
71
58
44
33
27
19
17
0.0
-
Compliance
Remarks
Minimum
Maximum
-
-
Passing %
Percent Passing
100
90
80
70
60
50
40
30
20
10
0
1.00E-02
D60
D30
D10
Minimum Limit
Maximum Limit
Sieve No. 30
D10, Extrapolation
Sieve No. 40
1.00E-01
1.00E+00 Sieve Size (mm)
1.00E+01
1.00E+02
Prepared By
Reviewed By
Approved By
Norjehan Batua
Data Encoder
Ahmad Hoblos
Materials Engineer
M. Johor
Area Manager
-
ACTS Serial No:
2040891
Date:
30-Jun-21
page 2 of 2
STANDARD PRACTICE REPORT
Classification of Soils and Soil-Aggregate Mixtures for Engineering Purposes
(Unified Soil Classification System) and Highway Construction Purposes
ASTM D2487-11 and ASTM D3282-15
Jeddah South Container Terminal Upgrade
Saudi Archirodon Ltd.
ACTS GEOTECHNICAL
ACTS Jeddah Main Branch
PROJECT:
CONTRACTOR:
CONSULTANT:
CUSTOMER:
TESTED AT:
ADDITIONAL INFORMATION
ASTM D2216-10
ASTM D422 - (2007) e2
Methodology used to specify how data are recorded:
Description of Sand and Gravel Particles, Hardness
-
Specific Gravity if Unusually high or low:
-
Description of Sand and Gravel Particles, Shape
Method Used
Method A (1%)
More than one Material Type, if any.
-
Drying Temperature if different from 110±5°C
Material (size and amount) was excluded
from the test specimen.
ASTM D1140-17
Mass Less than the minimum indicated, if any:
-
ASTM C117 - 17
Date of Test:
-
Name of technician performing the test:
-
Date of Test:
-
Method Used:
Method A - Soaked in Water
Method of Procedure Used
-
Length of Time the specimen was soaked, mins
-
-
-
Sieve
% Passing
% Fraction
Passing
D60, mm
2.285
Cu
-
Cc
-
Gravel
Sand
Fine
# 40
-
-
D30, mm
0.326
29%
54%
17%
# 30
-
-
D10, mm
-
ASTM
D4318-17
LL
1st Test
PL
N.P.
N.P.
PI
ASTM
D4318-17
LL
PL
PI
N.P.
2nd Test, Oven Dried
for Organic
-
-
-
CL-ML, Lower Limit
CL-ML, Upper Limit
PI-LL Limit
A-LINE
LL-50
U-LINE
Point PI-LL
Soil Classification :
ASTM D 2487
Silty Sand with Gravel(SM)
ASTM D 3282
A-1-b(0)
Stone Fragments,Gravel and Sand
(AASHTO M145-3)
Remarks: Mass of test specimen for Moisture Content is lesser than the minimum required mass indicated in ASTM D2216-10 Table 1.
The sample will be disposed after one week of this report date unless the client requests for extension of storage or retrieval.
This document shall not be reproduced except in full, without written approval of ACTS company.
The above results relate only to the sample(s) tested and should not be used for advertisement purposes.
Prepared By
Checked By
Reviewed By
Norjehan Batua
Data Encoder
Ahmad Hoblos
Materials Engineer
M. Johor
Area Manager
ACTS Serial No.:
2040892
Reporting Date:
30-Jun-21
TEST REPORT
Laboratory Determination of Water (Moisture) Content of Soil and Rock by Mass
ASTM D2216 − 19
Jeddah South Container Terminal Upgrade
Saudi Archirodon Ltd.
ACTS GEOTECHNICAL
ACTS Jeddah Main Branch
Project:
Contractor:
Consultant:
Customer:
Tested at:
TWO No.:
ACTS-2139800
Drill Hole/Bore Hole Number:
-
Customer Reference:
-
Sampling Method Used:
-
IR / WIR / RFI / Number:
-
Test Method Used:
Method A (1%)
ACTS Reference:
JUN2124240174
Mention if Test Specimen contains more
than one material type (layered, etc.):
-
Sampling Date:
23-Jun-21
Mention if Any Material (size and amount)
was excluded from the Test Specimen:
-
Testing Date:
Sample Located by:
Drying Temperature if different from 110±
5°C., °C:
-
Sample Collected / Extracted by:
24-Jun-21
ACTS
Sample Type:
Soil
Source of Sample:
-
Sample Location, Identification and other
required information:
LBH-201 - S1 (15.00-15.45)
Name or Initial of Person(s) who
performed the test:
Methodology used for significant digits and
rounding off numbers:
Mcms, Mass of Container and Moist Specimen,
g
994.0
Mcds, Mass of Container and Oven Dry
Specimen, g
938.3
Mc, Mass of Container, g
390.8
Mw, Mass of Water, g
55.7
Ms, Mass of Oven Dry Specimen, g
547.5
w, Water Content, %
10.0
-
-
Remark(s):
Mass of test specimen for Moisture Content is lesser than the minimum required mass indicated in ASTM D2216-19 Table 1.
The sample will be disposed after one week of this report date unless the client requests for extension of storage or retrieval.
This document shall not be reproduced except in full, without written approval of ACTS company.
The above results relate only to the sample(s) tested and should not be used for advertisement purposes.
Prepared By
Reviewed By
Approved By
Norjehan Batua
Data Encoder
Ahmad Hoblos
Materials Engineer
M. Johor
Area Manager
ACTS Serial No.
Reporting Date
2040893
30-Jun-21
TEST REPORT
LIQUID LIMIT, PLASTIC LIMIT & PLASTICITY INDEX OF SOILS
ASTM D4318-17
PROJECT :
Jeddah South Container Terminal Upgrade
CONTRACTOR :
Saudi Archirodon Ltd.
CONSULTANT:
-
CUSTOMER:
ACTS GEOTECHNICAL
TESTED AT:
ACTS Jeddah Main Branch
T.W.O No:
ACTS-2139800
Customer Reference:
-
ACTS Reference:
JUN2124240175
IR / WIR / RFI Number:
-
Sampling Date:
Special Specimen Selection
Process Used(if any):
Method of removing particles larger than the 425-μm (No. 40) sieve:
Specimen Preparation Used:
Wet
Drying Method Used (During Preparation of
Specimen):
Exposing to warm air currents
23-Jun-21
Testing Date:
Description of
Sample
24-Jun-21
Approximate Max
Grain Size, mm:
25
Est. Sample Retained on
425µm, %:
67
As received Water
Content, %:
Methodology used to specify how data are
recorded on the test data:
10
Sample Type:
Soil
Sample Located by:
Customer
Sample Collected / Extracted by:
ACTS
Type of Soil (according to specification):
-
Name of Supplier / Source:
-
Reference / Specification:
-
Boring Number and Depth:
LBH-201 (15.00-15.45)
-
Name or Initials of the person(s)who
prepared and tested the samples:
-
Sampling Method Used:
Sample Location, Description, Ident. and
other required info. :
LBH-201 - S1
Test
ASTM D6026
-
Liquid Limit Method A (Multipoint Method)
Plastic Limit
Mechanical Liquid Limit Device
Metal Grooving Tool
Hand Rolled(Plastic Limit Rolling Procedure 1)
Testing Equipment Used
No. of blows, N
-
-
-
---
---
---
Container Ref.
1
2
3
-
A
B
(A) Mass of Container (g)
-
-
-
-
-
-
(B) Mass of wet soil + Container (g)
-
-
-
-
-
-
(C) Mass of dry soil + Container (g)
-
-
-
-
-
-
Moisture content %
-
-
-
-
-
-
Plastic (PL) =
Limits
Liquid (LL) =
NP
Plasticity Index (PI)
PI = (LL - PL) =
NP
NP
Liquid Limit Chart
1.0
Requirements /
Limits
Remarks
LL
NP
-
-
PL
NP
-
-
PI
NP
-
-
0.9
Moisture Content
Test Result
0.8
0.7
0.6
NONPLASTIC
0.5
0.4
0.3
0.2
0.1
0.0
10
25
No. of Blows/Drops, N
The sample will be disposed after one week of this report date unless the client requests for extension of storage or retrieval.
This document shall not be reproduced except in full, without written approval of ACTS company.
The above results relate only to the sample(s) tested and should not be used for advertisement purposes.
Prepared By
Reviewed By
Approved By
Norjehan Batua
Data Encoder
Ahmad Hoblos
Materials Engineer
M. Johor
Area Manager
100
Serial No.
Date:
Page :
10-Oct-7487
30-Jun-2021
1 of 1
TEST REPORT
POINT LOAD STRENGTH INDEX OF ROCK
(A.S.T.M. D 5731)
PROJECT :
Jeddah South Container Terminal Upgrade
CONTRACTOR :
Saudi Archirodon Ltd.
ENGINEER :
CUSTOMER :
ACTS GEOTECHNICAL
TESTED AT :
ACTS Jeddah Main Branch
TWO No :
Sample Received on :
Sample Type :
Sampled by :
Device used :
Sample moisture condition :
Sample Location :
Sample Tested on :
ACTS-2139800
23/Jun/2021
Rock
ACTS
Matest Digital Point load Tester ,Model # A125
As Received
LBH-201 - S2 (16.95-17.50)
26/Jun/2021
Sample Ref.
LBH-201 - S2
-
-
-
-
Axial
-
-
-
-
Sample Moisture Content (%)
0.2
-
-
-
-
Sample width, W (mm)
Test type
82.5
-
-
-
-
Platen separation, D (mm)
49.1
-
-
-
-
Length/Diameter Ratio
0.595
-
-
-
-
5157.6
-
-
-
-
2
2
De (mm )
Equivalent diameter De,
71.8
-
-
-
-
19110.0
-
-
-
-
Uncorrected Point load index, Is (MPa)
3.71
-
-
-
-
Estimated uniaxial comp. strength, MPa
83.71
-
-
-
-
Size correction factor,F
1.177
-
-
-
-
Corrected point load index, Is(50) (MPa)
4.36
-
-
-
-
Failure load, P (N)
4.36
Average Corrected Point Load Index , Is(50) , MPa
Very High
Strength Classification
PREPARED BY
CHECKED BY
APPROVED BY
Norjehan Batua
Data Encoder
Ahmad Hoblos
Materials Engineer
M.Johor
Area Manager
Serial No.
Date:
Page:
2040895
30-Jun-2021
1 of 1
TEST REPORT
CHEMICAL ANALYSIS OF SOIL
PROJECT :
Jeddah South Container Terminal Upgrade
CONTRACTOR :
Saudi Archirodon Ltd.
ENGINEER :
-
CUSTOMER :
TESTED AT :
ACTS GEOTECHNICAL
TWO No. :
ACTS-2139800
ACTS Ref. :
JUN2124240181
Sampled By:
ACTS
Sample Reference :
LBH-201 Rock
Sample Depth :
16.95-17.50
Sample Type :
Soil
Sample Received on :
23-Jun-2021
Sample Tested on :
28-Jun-2021
Advanced Construction Technology Services, Jeddah, KSA
Test
Test Method
Result
Units
Chloride (Cl)
-
0.004
%
Sulfate (SO3)
BS 1377-3
0.009
%
pH 0.01 M CaCL2
ASTM D4972
9.2
-
pH distilled water
ASTM D4972
9.7
-
Carbonate content
BS 1377-3
22.9
%
Prepared By
Checked By
Approved By
Joshua Pascua
Data Encoder
Ahmad Hoblos
Materials Engineer
M.Johor
Area Manager
ACTS Serial No:
2040896
Reporting Date:
30-Jun-21
page 1 of 2
STANDARD PRACTICE REPORT
Classification of Soils and Soil-Aggregate Mixtures for Engineering Purposes
(Unified Soil Classification System) and Highway Construction Purposes
ASTM D2487-11 and ASTM D3282-15
Jeddah South Container Terminal Upgrade
Saudi Archirodon Ltd.
ACTS GEOTECHNICAL
ACTS Jeddah Main Branch
ACTS-2139800
TWO No.:
Task Order No.
23-Jun-21
Sample Received on :
24-Jun-21
Sample Tested on :
Soil
Sample Type :
ACTS
Sampled by :
PROJECT:
CONTRACTOR:
CONSULTANT:
CUSTOMER:
TESTED AT:
IR / WIR / RFI No.:
-
ACTS Reference:
JUN2124240183
Sample Location, Identification,
Description:
LBH-201 - S3 (19.50-20.50)
Presence of Cobbles or/and Boulders:
Standard Test Methods
Used
-
ASTM D6913
ASTM D1140-17
ASTM D2216-10, Method A
ASTM D4318-17
-
410.4
Mass of the Tested Sample
Source/Supplier:
Project Specification:
g
Sieve No.
Sieve Opening,
mm
Retained Mass Retained Mass
(g)
(%)
6 in.
4 in.
3 in.
2 1/2 in.
2 in.
1 1/2 in.
1 in.
3/4 in.
1/2 in.
3/8 in.
No. 4
No. 8
No. 10
No. 16
No. 20
No. 30
No. 40
No. 50
No. 60
No 100
No. 140
No. 200
Pan
150.0
100.0
75.0
63.0
50.0
37.5
25.0
19.00
12.50
9.50
4.75
2.36
2.000
1.180
0.850
0.600
0.425
0.300
0.250
0.150
0.106
0.075
-
0.0
0.0
14.2
18.1
16.7
40.6
43.4
95.4
90.3
63.7
6.8
21.2
MC
Gravel
Sand
Fine
18%
12%
83%
5.2%
0
0
3
4
4
10
11
23
22
16
1.7
5.2
Cumulative
Retained (%)
Percent passing
(%)
0
0
3
8
12
22
32
56
78
93
94.8
100.0
100
100
97
92
88
78
68
44
22
7
5.2
0.0
-
Compliance
Remarks
Minimum
Maximum
-
-
Passing %
Percent Passing
100
90
80
70
60
50
40
30
20
10
0
1.00E-02
D60
D30
D10
Minimum Limit
Maximum Limit
Sieve No. 30
-
Sieve No. 40
1.00E-01
1.00E+00 Sieve Size (mm)
1.00E+01
1.00E+02
Prepared By
Reviewed By
Approved By
Norjehan Batua
Data Encoder
Ahmad Hoblos
Materials Engineer
M. Johor
Area Manager
-
ACTS Serial No:
2040896
Date:
30-Jun-21
page 2 of 2
STANDARD PRACTICE REPORT
Classification of Soils and Soil-Aggregate Mixtures for Engineering Purposes
(Unified Soil Classification System) and Highway Construction Purposes
ASTM D2487-11 and ASTM D3282-15
Jeddah South Container Terminal Upgrade
Saudi Archirodon Ltd.
ACTS GEOTECHNICAL
ACTS Jeddah Main Branch
PROJECT:
CONTRACTOR:
CONSULTANT:
CUSTOMER:
TESTED AT:
ADDITIONAL INFORMATION
ASTM D2216-10
ASTM D422 - (2007) e2
Methodology used to specify how data are recorded:
Description of Sand and Gravel Particles, Hardness
-
Specific Gravity if Unusually high or low:
-
Description of Sand and Gravel Particles, Shape
Method Used
Method A (1%)
More than one Material Type, if any.
-
Drying Temperature if different from 110±5°C
Material (size and amount) was excluded
from the test specimen.
ASTM D1140-17
Mass Less than the minimum indicated, if any:
-
ASTM C117 - 17
Date of Test:
-
Name of technician performing the test:
-
Date of Test:
-
Method Used:
Method A - Soaked in Water
Method of Procedure Used
-
Length of Time the specimen was soaked, mins
-
-
-
Sieve
% Passing
% Fraction
Passing
D60, mm
0.675
Cu
5.36
Cc
1.08
Gravel
Sand
Fine
# 40
-
-
D30, mm
0.303
12%
83%
5.2%
# 30
-
-
D10, mm
0.126
ASTM
D4318-17
LL
1st Test
PL
N.P.
N.P.
PI
ASTM
D4318-17
LL
PL
PI
N.P.
2nd Test, Oven Dried
for Organic
-
-
-
CL-ML, Lower Limit
CL-ML, Upper Limit
PI-LL Limit
A-LINE
LL-50
U-LINE
Point PI-LL
Soil Classification :
ASTM D 2487
Poorly Graded Sand with Silt (SP-SM)
ASTM D 3282
A-1-b(0)
Stone Fragments,Gravel and Sand
(AASHTO M145-3)
Remarks: Mass of test specimen for Moisture Content is lesser than the minimum required mass indicated in ASTM D2216-10 Table 1.
The sample will be disposed after one week of this report date unless the client requests for extension of storage or retrieval.
This document shall not be reproduced except in full, without written approval of ACTS company.
The above results relate only to the sample(s) tested and should not be used for advertisement purposes.
Prepared By
Checked By
Reviewed By
Norjehan Batua
Data Encoder
Ahmad Hoblos
Materials Engineer
M. Johor
Area Manager
ACTS Serial No.:
2040897
Reporting Date:
30-Jun-21
TEST REPORT
Laboratory Determination of Water (Moisture) Content of Soil and Rock by Mass
ASTM D2216 − 19
Jeddah South Container Terminal Upgrade
Saudi Archirodon Ltd.
ACTS GEOTECHNICAL
ACTS Jeddah Main Branch
Project:
Contractor:
Consultant:
Customer:
Tested at:
TWO No.:
ACTS-2139800
Drill Hole/Bore Hole Number:
-
Customer Reference:
-
Sampling Method Used:
-
IR / WIR / RFI / Number:
-
Test Method Used:
Method A (1%)
ACTS Reference:
JUN2124240184
Mention if Test Specimen contains more
than one material type (layered, etc.):
-
Sampling Date:
23-Jun-21
Mention if Any Material (size and amount)
was excluded from the Test Specimen:
-
Testing Date:
Sample Located by:
Drying Temperature if different from 110±
5°C., °C:
-
Sample Collected / Extracted by:
24-Jun-21
ACTS
Sample Type:
Soil
Source of Sample:
-
Sample Location, Identification and other
required information:
LBH-201 - S3 (19.50-20.50)
Name or Initial of Person(s) who
performed the test:
Methodology used for significant digits and
rounding off numbers:
Mcms, Mass of Container and Moist Specimen,
g
780.3
Mcds, Mass of Container and Oven Dry
Specimen, g
704.4
Mc, Mass of Container, g
294.0
Mw, Mass of Water, g
75.9
Ms, Mass of Oven Dry Specimen, g
410.4
w, Water Content, %
18.0
-
-
Remark(s):
Mass of test specimen for Moisture Content is lesser than the minimum required mass indicated in ASTM D2216-19 Table 1.
The sample will be disposed after one week of this report date unless the client requests for extension of storage or retrieval.
This document shall not be reproduced except in full, without written approval of ACTS company.
The above results relate only to the sample(s) tested and should not be used for advertisement purposes.
Prepared By
Reviewed By
Approved By
Norjehan Batua
Data Encoder
Ahmad Hoblos
Materials Engineer
M. Johor
Area Manager
ACTS Serial No.
Reporting Date
2040898
30-Jun-21
TEST REPORT
LIQUID LIMIT, PLASTIC LIMIT & PLASTICITY INDEX OF SOILS
ASTM D4318-17
PROJECT :
Jeddah South Container Terminal Upgrade
CONTRACTOR :
Saudi Archirodon Ltd.
CONSULTANT:
-
CUSTOMER:
ACTS GEOTECHNICAL
TESTED AT:
ACTS Jeddah Main Branch
T.W.O No:
ACTS-2139800
Customer Reference:
-
ACTS Reference:
JUN2124240185
IR / WIR / RFI Number:
-
Sampling Date:
Special Specimen Selection
Process Used(if any):
Method of removing particles larger than the 425-μm (No. 40) sieve:
Specimen Preparation Used:
Wet
Drying Method Used (During Preparation of
Specimen):
Exposing to warm air currents
23-Jun-21
Testing Date:
Description of
Sample
24-Jun-21
Approximate Max
Grain Size, mm:
25
Est. Sample Retained on
425µm, %:
56
As received Water
Content, %:
Methodology used to specify how data are
recorded on the test data:
18
Sample Type:
Soil
Sample Located by:
Customer
Sample Collected / Extracted by:
ACTS
Type of Soil (according to specification):
-
Name of Supplier / Source:
-
Reference / Specification:
-
Boring Number and Depth:
LBH-201 (19.50-20.50)
-
Name or Initials of the person(s)who
prepared and tested the samples:
-
Sampling Method Used:
Sample Location, Description, Ident. and
other required info. :
LBH-201 - S3
Test
ASTM D6026
-
Liquid Limit Method A (Multipoint Method)
Plastic Limit
Mechanical Liquid Limit Device
Metal Grooving Tool
Hand Rolled(Plastic Limit Rolling Procedure 1)
Testing Equipment Used
No. of blows, N
-
-
-
---
---
---
Container Ref.
1
2
3
-
A
B
(A) Mass of Container (g)
-
-
-
-
-
-
(B) Mass of wet soil + Container (g)
-
-
-
-
-
-
(C) Mass of dry soil + Container (g)
-
-
-
-
-
-
Moisture content %
-
-
-
-
-
-
Plastic (PL) =
Limits
Liquid (LL) =
NP
Plasticity Index (PI)
PI = (LL - PL) =
NP
NP
Liquid Limit Chart
1.0
Requirements /
Limits
Remarks
LL
NP
-
-
PL
NP
-
-
PI
NP
-
-
0.9
Moisture Content
Test Result
0.8
0.7
0.6
NONPLASTIC
0.5
0.4
0.3
0.2
0.1
0.0
10
25
No. of Blows/Drops, N
The sample will be disposed after one week of this report date unless the client requests for extension of storage or retrieval.
This document shall not be reproduced except in full, without written approval of ACTS company.
The above results relate only to the sample(s) tested and should not be used for advertisement purposes.
Prepared By
Reviewed By
Approved By
Norjehan Batua
Data Encoder
Ahmad Hoblos
Materials Engineer
M. Johor
Area Manager
100
Serial No.
Date:
Page :
15-Oct-7487
30-Jun-2021
1 of 1
TEST REPORT
POINT LOAD STRENGTH INDEX OF ROCK
(A.S.T.M. D 5731)
PROJECT :
Jeddah South Container Terminal Upgrade
CONTRACTOR :
Saudi Archirodon Ltd.
ENGINEER :
CUSTOMER :
ACTS GEOTECHNICAL
TESTED AT :
ACTS Jeddah Main Branch
TWO No :
Sample Received on :
Sample Type :
Sampled by :
Device used :
Sample moisture condition :
Sample Location :
Sample Tested on :
ACTS-2139800
23/Jun/2021
Rock
ACTS
Matest Digital Point load Tester ,Model # A125
As Received
LBH-201 - S5 (30.20-30.50)
26/Jun/2021
Sample Ref.
LBH-201 - S5
-
-
-
-
Axial
-
-
-
-
Sample Moisture Content (%)
0.8
-
-
-
-
Sample width, W (mm)
Test type
82.7
-
-
-
-
Platen separation, D (mm)
54.5
-
-
-
-
Length/Diameter Ratio
0.659
-
-
-
-
5738.7
-
-
-
-
2
2
De (mm )
Equivalent diameter De,
75.8
-
-
-
-
17240.0
-
-
-
-
Uncorrected Point load index, Is (MPa)
3.00
-
-
-
-
Estimated uniaxial comp. strength, MPa
70.71
-
-
-
-
Size correction factor,F
1.206
-
-
-
-
Corrected point load index, Is(50) (MPa)
3.62
-
-
-
-
Failure load, P (N)
3.62
Average Corrected Point Load Index , Is(50) , MPa
Very High
Strength Classification
PREPARED BY
CHECKED BY
APPROVED BY
Norjehan Batua
Data Encoder
Ahmad Hoblos
Materials Engineer
M.Johor
Area Manager
Serial No.
Date:
Page :
16-Oct-7487
30-Jun-2021
1 of 1
TEST REPORT
POINT LOAD STRENGTH INDEX OF ROCK
(A.S.T.M. D 5731)
PROJECT :
Jeddah South Container Terminal Upgrade
CONTRACTOR :
Saudi Archirodon Ltd.
ENGINEER :
CUSTOMER :
ACTS GEOTECHNICAL
TESTED AT :
ACTS Jeddah Main Branch
TWO No :
Sample Received on :
Sample Type :
Sampled by :
Device used :
Sample moisture condition :
Sample Location :
Sample Tested on :
ACTS-2139800
23/Jun/2021
Rock
ACTS
Matest Digital Point load Tester ,Model # A125
As Received
LBH-201 - S6 (47.00-48.00)
26/Jun/2021
Sample Ref.
LBH-201 - S6
-
-
-
-
Axial
-
-
-
-
Sample Moisture Content (%)
4.2
-
-
-
-
Sample width, W (mm)
Test type
82.5
-
-
-
-
Platen separation, D (mm)
34.8
-
-
-
-
Length/Diameter Ratio
0.422
-
-
-
-
3655.5
-
-
-
-
2
2
De (mm )
Equivalent diameter De,
60.5
-
-
-
-
7780.0
-
-
-
-
Uncorrected Point load index, Is (MPa)
2.13
-
-
-
-
Estimated uniaxial comp. strength, MPa
42.76
-
-
-
-
Size correction factor,F
1.089
-
-
-
-
Corrected point load index, Is(50) (MPa)
2.32
-
-
-
-
Failure load, P (N)
Average Corrected Point Load Index , Is(50) , MPa
2.32
Strength Classification
High
PREPARED BY
CHECKED BY
APPROVED BY
Norjehan Batua
Data Encoder
Ahmad Hoblos
Materials Engineer
M.Johor
Area Manager
Serial No.
Date
Page
:
:
:
TEST REPORT
COMPRESSIVE STRENGTH AND ELASTIC MODULI
OF INTACT ROCK CORE SPECIMENS
ASTM D7012-Method C
PROJECT
CONTRACTOR
ENGINEER
CUSTOMER
TESTED AT
Jeddah South Container Terminal Upgrade
Saudi Archirodon Ltd.
:
:
:
:
:
TWO No.
Sample Received on
Sample Type
Sampled By
Tested On
Sample Reference
Sample Location
ACTS Ref No.
ACTS GEOTECHNICAL
ACTS Jeddah Main Branch
:
:
:
:
:
:
:
:
ACTS-2141414
17/Jul/2021
Rock
ACTS
26/Jul/2021
15.00-15.40
LBH-202- S1
JUL2125250149
127.1
Sample height (mm)
Sample diameter (mm)
Length-diameter ratio
63.3
2.0
0.2
Moisture content (%)
79.0
Load
Compressive strength (MPa)
25.1
PREPARED BY
CHECKED BY
APPROVED BY
Norjehan Batua
Data Encoder
Mohammed Tokhi
Materials Engineer
M. Johor
Area Manager
2047166
28-Jul-2021
1 of 1
Serial No.
Date:
Page :
13-Dec-7504
28-Jul-2021
1 of 1
TEST REPORT
POINT LOAD STRENGTH INDEX OF ROCK
(A.S.T.M. D 5731)
PROJECT :
Jeddah South Container Terminal Upgrade
CONTRACTOR :
Saudi Archirodon Ltd.
ENGINEER :
CUSTOMER :
ACTS GEOTECHNICAL
TESTED AT :
ACTS Jeddah Main Branch
TWO No :
Sample Received on :
Sample Type :
Sampled by :
Device used :
Sample moisture condition :
Sample Location :
Sample Tested on :
ACTS-2141414
17/Jul/2021
Rock
ACTS
Matest Digital Point load Tester ,Model # A125
As Received
LBH-202- S2 (16.80-17.00)
25/Jul/2021
Sample Ref.
LBH-202- S2
-
-
-
-
Axial
-
-
-
-
Sample Moisture Content (%)
0.1
-
-
-
-
Sample width, W (mm)
Test type
63.4
-
-
-
-
Platen separation, D (mm)
33.1
-
-
-
-
Length/Diameter Ratio
0.522
-
-
-
-
2671.9
-
-
-
-
2
2
De (mm )
Equivalent diameter De,
51.7
-
-
-
-
28430.0
-
-
-
-
Uncorrected Point load index, Is (MPa)
10.64
-
-
-
-
Estimated uniaxial comp. strength, MPa
210.60
-
-
-
-
Size correction factor,F
1.015
-
-
-
-
Corrected point load index, Is(50) (MPa)
10.80
-
-
-
-
Failure load, P (N)
10.80
Average Corrected Point Load Index , Is(50) , MPa
Extremely High
Strength Classification
PREPARED BY
CHECKED BY
APPROVED BY
Norjehan Batua
Data Encoder
Mohammed Tokhi
Materials Engineer
M.Johor
Area Manager
ACTS Serial No.:
2047168
Reporting Date:
28-Jul-21
TEST REPORT
Laboratory Determination of Water (Moisture) Content of Soil and Rock by Mass
ASTM D2216 − 19
Jeddah South Container Terminal Upgrade
Saudi Archirodon Ltd.
ACTS GEOTECHNICAL
ACTS Jeddah Main Branch
Project:
Contractor:
Consultant:
Customer:
Tested at:
TWO No.:
ACTS-2141414
Drill Hole/Bore Hole Number:
-
Customer Reference:
-
Sampling Method Used:
-
IR / WIR / RFI / Number:
-
Test Method Used:
Method A (1%)
ACTS Reference:
JUL2125250151
Mention if Test Specimen contains more
than one material type (layered, etc.):
-
Sampling Date:
17-Jul-21
Mention if Any Material (size and amount)
was excluded from the Test Specimen:
-
Testing Date:
Sample Located by:
Drying Temperature if different from 110±
5°C., °C:
-
Sample Collected / Extracted by:
24-Jul-21
ACTS
Sample Type:
Soil
Source of Sample:
-
Sample Location, Identification and other
required information:
LBH-202- S3 (29.00-30.50)
Name or Initial of Person(s) who
performed the test:
Methodology used for significant digits and
rounding off numbers:
Mcms, Mass of Container and Moist Specimen,
g
601.6
Mcds, Mass of Container and Oven Dry
Specimen, g
522.9
Mc, Mass of Container, g
182.2
Mw, Mass of Water, g
78.7
Ms, Mass of Oven Dry Specimen, g
340.7
w, Water Content, %
23.0
-
-
Remark(s):
The sample will be disposed after one week of this report date unless the client requests for extension of storage or retrieval.
This document shall not be reproduced except in full, without written approval of ACTS company.
The above results relate only to the sample(s) tested and should not be used for advertisement purposes.
Prepared By
Reviewed By
Approved By
Norjehan Batua
Data Encoder
Mohammed Tokhi
Materials Engineer
M. Johor
Area Manager
ACTS Serial No:
2047169
Reporting Date:
28-Jul-21
page 1 of 2
STANDARD PRACTICE REPORT
Classification of Soils and Soil-Aggregate Mixtures for Engineering Purposes
(Unified Soil Classification System) and Highway Construction Purposes
ASTM D2487-11 and ASTM D3282-15
Jeddah South Container Terminal Upgrade
Saudi Archirodon Ltd.
ACTS GEOTECHNICAL
ACTS Jeddah Main Branch
ACTS-2141414
TWO No.:
Task Order No.
17-Jul-21
Sample Received on :
25-Jul-21
Sample Tested on :
Soil
Sample Type :
ACTS
Sampled by :
PROJECT:
CONTRACTOR:
CONSULTANT:
CUSTOMER:
TESTED AT:
IR / WIR / RFI No.:
-
ACTS Reference:
JUL2125250152
Sample Location, Identification,
Description:
LBH-202- S3 (29.00-30.50)
Presence of Cobbles or/and Boulders:
Standard Test Methods
Used
-
ASTM D1140-17
ASTM D2216-10, Method A
ASTM D4318-17
ASTM D6913
-
340.7
Mass of the Tested Sample
Source/Supplier:
Project Specification:
g
Sieve No.
Sieve Opening,
mm
Retained Mass Retained Mass
(g)
(%)
6 in.
4 in.
3 in.
2 1/2 in.
2 in.
1 1/2 in.
1 in.
3/4 in.
1/2 in.
3/8 in.
No. 4
No. 8
No. 10
No. 16
No. 20
No. 30
No. 40
No. 50
No. 60
No 100
No. 140
No. 200
Pan
150.0
100.0
75.0
63.0
50.0
37.5
25.0
19.00
12.50
9.50
4.75
2.36
2.000
1.180
0.850
0.600
0.425
0.300
0.250
0.150
0.106
0.075
-
0.0
0.0
0.1
13.3
119.0
86
70.8
24.8
4.9
21.8
MC
Gravel
Sand
Fine
23%
0%
94%
6.4%
0
0
0.0
3.9
34.9
25.2
20.8
7.3
1.4
6.4
Cumulative
Retained (%)
Percent passing
(%)
0
0
0
4
39
64
85
92
93.6
100.0
100
100
100
96
61
36
15
8
6.4
0.0
-
Compliance
Remarks
Minimum
Maximum
-
-
Passing %
Percent Passing
100
90
80
70
60
50
40
30
20
10
0
1.00E-02
D60
D30
D10
Minimum Limit
Maximum Limit
Sieve No. 30
-
Sieve No. 40
1.00E-01
1.00E+00 Sieve Size (mm)
1.00E+01
1.00E+02
Prepared By
Reviewed By
Approved By
Norjehan Batua
Data Encoder
Mohammed Tokhi
Materials Engineer
M. Johor
Area Manager
-
ACTS Serial No:
2047169
Date:
28-Jul-21
page 2 of 2
STANDARD PRACTICE REPORT
Classification of Soils and Soil-Aggregate Mixtures for Engineering Purposes
(Unified Soil Classification System) and Highway Construction Purposes
ASTM D2487-11 and ASTM D3282-15
Jeddah South Container Terminal Upgrade
Saudi Archirodon Ltd.
ACTS GEOTECHNICAL
ACTS Jeddah Main Branch
PROJECT:
CONTRACTOR:
CONSULTANT:
CUSTOMER:
TESTED AT:
ADDITIONAL INFORMATION
ASTM D2216-10
ASTM D422 - (2007) e2
Methodology used to specify how data are recorded:
Description of Sand and Gravel Particles, Hardness
-
Specific Gravity if Unusually high or low:
-
Description of Sand and Gravel Particles, Shape
Method Used
Method A (1%)
More than one Material Type, if any.
-
Drying Temperature if different from 110±5°C
Material (size and amount) was excluded
from the test specimen.
ASTM D1140-17
Mass Less than the minimum indicated, if any:
-
ASTM C117 - 17
Date of Test:
-
Name of technician performing the test:
-
Date of Test:
-
Method Used:
Method A - Soaked in Water
Method of Procedure Used
-
Length of Time the specimen was soaked, mins
-
-
-
Sieve
Gravel
0%
% Passing
% Fraction
Passing
D60, mm
0.827
Cu
6.10
Cc
1.19
Sand
Fine
# 40
-
-
D30, mm
0.365
94%
6.4%
# 30
-
-
D10, mm
0.135
ASTM
D4318-17
LL
1st Test
PL
N.P.
N.P.
PI
ASTM
D4318-17
LL
PL
PI
N.P.
2nd Test, Oven Dried
for Organic
-
-
-
CL-ML, Lower Limit
CL-ML, Upper Limit
PI-LL Limit
A-LINE
LL-50
U-LINE
Point PI-LL
Soil Classification :
ASTM D 2487
Well Graded Sand with Silt(SW-SM)
ASTM D 3282
(AASHTO M145-3)
A-1-b(0)
Stone Fragments,Gravel and Sand
Remark(s):
The sample will be disposed after one week of this report date unless the client requests for extension of storage or retrieval.
This document shall not be reproduced except in full, without written approval of ACTS company.
The above results relate only to the sample(s) tested and should not be used for advertisement purposes.
Prepared By
Reviewed By
Approved By
Norjehan Batua
Data Encoder
Mohammed Tokhi
Materials Engineer
M. Johor
Area Manager
ACTS Serial No.
Reporting Date
2047170
28-Jul-21
TEST REPORT
LIQUID LIMIT, PLASTIC LIMIT & PLASTICITY INDEX OF SOILS
ASTM D4318-17
PROJECT :
Jeddah South Container Terminal Upgrade
CONTRACTOR :
Saudi Archirodon Ltd.
CONSULTANT:
-
CUSTOMER:
ACTS GEOTECHNICAL
TESTED AT:
ACTS Jeddah Main Branch
T.W.O No:
ACTS-2141414
Customer Reference:
-
ACTS Reference:
JUL2125250153
IR / WIR / RFI Number:
-
Sampling Date:
Special Specimen Selection
Process Used(if any):
Method of removing particles larger than the 425-μm (No. 40) sieve:
Specimen Preparation Used:
Wet
Drying Method Used (During Preparation of
Specimen):
Exposing to warm air currents
17-Jul-21
Testing Date:
Description of
Sample
25-Jul-21
Approximate Max
Grain Size, mm:
9.5
Est. Sample Retained on
425µm, %:
64
As received Water
Content, %:
Methodology used to specify how data are
recorded on the test data:
23
Sample Type:
Soil
Sample Located by:
Customer
Sample Collected / Extracted by:
ACTS
Type of Soil (according to specification):
-
Name of Supplier / Source:
-
Reference / Specification:
-
Boring Number and Depth:
LBH-202 (29.00-30.50)
-
Name or Initials of the person(s)who
prepared and tested the samples:
-
Sampling Method Used:
Sample Location, Description, Ident. and
other required info. :
LBH-202- S3
Test
ASTM D6026
-
Liquid Limit Method A (Multipoint Method)
Plastic Limit
Mechanical Liquid Limit Device
Metal Grooving Tool
Hand Rolled(Plastic Limit Rolling Procedure 1)
Testing Equipment Used
No. of blows, N
-
-
-
---
---
---
Container Ref.
1
2
3
-
A
B
(A) Mass of Container (g)
-
-
-
-
-
-
(B) Mass of wet soil + Container (g)
-
-
-
-
-
-
(C) Mass of dry soil + Container (g)
-
-
-
-
-
-
Moisture content %
-
-
-
-
-
-
Plastic (PL) =
Limits
Liquid (LL) =
NP
Plasticity Index (PI)
PI = (LL - PL) =
NP
NP
Liquid Limit Chart
1.0
Requirements /
Limits
Remarks
LL
NP
-
-
PL
NP
-
-
PI
NP
-
-
0.9
Moisture Content
Test Result
0.8
0.7
0.6
NONPLASTIC
0.5
0.4
0.3
0.2
0.1
0.0
10
25
No. of Blows/Drops, N
The sample will be disposed after one week of this report date unless the client requests for extension of storage or retrieval.
This document shall not be reproduced except in full, without written approval of ACTS company.
The above results relate only to the sample(s) tested and should not be used for advertisement purposes.
Prepared By
Reviewed By
Approved By
Norjehan Batua
Data Encoder
Mohammed Tokhi
Materials Engineer
M. Johor
Area Manager
100
Serial No.
Date:
Page :
17-Dec-7504
28-Jul-2021
1 of 1
TEST REPORT
POINT LOAD STRENGTH INDEX OF ROCK
(A.S.T.M. D 5731)
PROJECT :
Jeddah South Container Terminal Upgrade
CONTRACTOR :
Saudi Archirodon Ltd.
ENGINEER :
CUSTOMER :
ACTS GEOTECHNICAL
TESTED AT :
ACTS Jeddah Main Branch
TWO No :
Sample Received on :
Sample Type :
Sampled by :
Device used :
Sample moisture condition :
Sample Location :
Sample Tested on :
ACTS-2141414
17/Jul/2021
Rock
ACTS
Matest Digital Point load Tester ,Model # A125
As Received
LBH-202- S4 (40.80-41.00)
25/Jul/2021
Sample Ref.
LBH-202- S4
-
-
-
-
Axial
-
-
-
-
Sample Moisture Content (%)
7.1
-
-
-
-
Sample width, W (mm)
Test type
63.5
-
-
-
-
Platen separation, D (mm)
43.0
-
-
-
-
Length/Diameter Ratio
0.677
-
-
-
-
3476.6
-
-
-
-
2
2
De (mm )
Equivalent diameter De,
59.0
-
-
-
-
7100.0
-
-
-
-
Uncorrected Point load index, Is (MPa)
2.04
-
-
-
-
Estimated uniaxial comp. strength, MPa
43.96
-
-
-
-
Size correction factor,F
1.077
-
-
-
-
Corrected point load index, Is(50) (MPa)
2.20
-
-
-
-
Failure load, P (N)
Average Corrected Point Load Index , Is(50) , MPa
2.20
Strength Classification
High
PREPARED BY
CHECKED BY
APPROVED BY
Norjehan Batua
Data Encoder
Mohammed Tokhi
Materials Engineer
M.Johor
Area Manager
ACTS Serial No.:
2047172
Reporting Date:
28-Jul-21
TEST REPORT
Laboratory Determination of Water (Moisture) Content of Soil and Rock by Mass
ASTM D2216 − 19
Jeddah South Container Terminal Upgrade
Saudi Archirodon Ltd.
ACTS GEOTECHNICAL
ACTS Jeddah Main Branch
Project:
Contractor:
Consultant:
Customer:
Tested at:
TWO No.:
ACTS-2141414
Drill Hole/Bore Hole Number:
-
Customer Reference:
-
Sampling Method Used:
-
IR / WIR / RFI / Number:
-
Test Method Used:
Method A (1%)
ACTS Reference:
JUL2125250155
Mention if Test Specimen contains more
than one material type (layered, etc.):
-
Sampling Date:
17-Jul-21
Mention if Any Material (size and amount)
was excluded from the Test Specimen:
-
Testing Date:
Sample Located by:
Drying Temperature if different from 110±
5°C., °C:
-
Sample Collected / Extracted by:
24-Jul-21
ACTS
Sample Type:
Soil
Source of Sample:
-
Sample Location, Identification and other
required information:
LBH-202- S5 (47.00-47.50)
Name or Initial of Person(s) who
performed the test:
Methodology used for significant digits and
rounding off numbers:
Mcms, Mass of Container and Moist Specimen,
g
478.6
Mcds, Mass of Container and Oven Dry
Specimen, g
423.3
Mc, Mass of Container, g
185.7
Mw, Mass of Water, g
55.3
Ms, Mass of Oven Dry Specimen, g
237.6
w, Water Content, %
23.0
-
-
Remark(s):
The sample will be disposed after one week of this report date unless the client requests for extension of storage or retrieval.
This document shall not be reproduced except in full, without written approval of ACTS company.
The above results relate only to the sample(s) tested and should not be used for advertisement purposes.
Prepared By
Reviewed By
Approved By
Norjehan Batua
Data Encoder
Mohammed Tokhi
Materials Engineer
M. Johor
Area Manager
ACTS Serial No:
2047173
Reporting Date:
28-Jul-21
page 1 of 2
STANDARD PRACTICE REPORT
Classification of Soils and Soil-Aggregate Mixtures for Engineering Purposes
(Unified Soil Classification System) and Highway Construction Purposes
ASTM D2487-11 and ASTM D3282-15
Jeddah South Container Terminal Upgrade
Saudi Archirodon Ltd.
ACTS GEOTECHNICAL
ACTS Jeddah Main Branch
ACTS-2141414
TWO No.:
Task Order No.
17-Jul-21
Sample Received on :
25-Jul-21
Sample Tested on :
Soil
Sample Type :
ACTS
Sampled by :
PROJECT:
CONTRACTOR:
CONSULTANT:
CUSTOMER:
TESTED AT:
IR / WIR / RFI No.:
-
ACTS Reference:
JUL2125250156
Sample Location, Identification,
Description:
LBH-202- S5 (47.00-47.50)
Presence of Cobbles or/and Boulders:
Standard Test Methods
Used
-
ASTM D1140-17
ASTM D2216-10, Method A
ASTM D4318-17
ASTM D6913
-
204.9
Mass of the Tested Sample
Source/Supplier:
Project Specification:
g
Sieve No.
Sieve Opening,
mm
Retained Mass Retained Mass
(g)
(%)
6 in.
4 in.
3 in.
2 1/2 in.
2 in.
1 1/2 in.
1 in.
3/4 in.
1/2 in.
3/8 in.
No. 4
No. 8
No. 10
No. 16
No. 20
No. 30
No. 40
No. 50
No. 60
No 100
No. 140
No. 200
Pan
150.0
100.0
75.0
63.0
50.0
37.5
25.0
19.00
12.50
9.50
4.75
2.36
2.000
1.180
0.850
0.600
0.425
0.300
0.250
0.150
0.106
0.075
-
0.0
0.0
2.1
7.1
7.7
19.0
39
46.4
60.6
8.8
14.2
MC
Gravel
Sand
Fine
23%
4%
89%
6.9%
0
0
1
3.5
3.8
9.3
19.0
22.6
29.6
4.3
6.9
Cumulative
Retained (%)
Percent passing
(%)
0
0
1
4
8
18
37
59
89
93.1
100.0
100
100
99
96
92
82
63
41
11
6.9
0.0
-
Compliance
Remarks
Minimum
Maximum
-
-
Passing %
Percent Passing
100
90
80
70
60
50
40
30
20
10
0
1.00E-02
D60
D30
D10
Minimum Limit
Maximum Limit
Sieve No. 30
-
Sieve No. 40
1.00E-01
1.00E+00 Sieve Size (mm)
1.00E+01
1.00E+02
Prepared By
Reviewed By
Approved By
Norjehan Batua
Data Encoder
Mohammed Tokhi
Materials Engineer
M. Johor
Area Manager
-
ACTS Serial No:
2047173
Date:
28-Jul-21
page 2 of 2
STANDARD PRACTICE REPORT
Classification of Soils and Soil-Aggregate Mixtures for Engineering Purposes
(Unified Soil Classification System) and Highway Construction Purposes
ASTM D2487-11 and ASTM D3282-15
Jeddah South Container Terminal Upgrade
Saudi Archirodon Ltd.
ACTS GEOTECHNICAL
ACTS Jeddah Main Branch
PROJECT:
CONTRACTOR:
CONSULTANT:
CUSTOMER:
TESTED AT:
ADDITIONAL INFORMATION
ASTM D2216-10
ASTM D422 - (2007) e2
Methodology used to specify how data are recorded:
Description of Sand and Gravel Particles, Hardness
-
Specific Gravity if Unusually high or low:
-
Description of Sand and Gravel Particles, Shape
Method Used
Method A (1%)
More than one Material Type, if any.
-
Drying Temperature if different from 110±5°C
Material (size and amount) was excluded
from the test specimen.
ASTM D1140-17
Mass Less than the minimum indicated, if any:
-
ASTM C117 - 17
Date of Test:
-
Name of technician performing the test:
-
Date of Test:
-
Method Used:
Method A - Soaked in Water
Method of Procedure Used
-
Length of Time the specimen was soaked, mins
-
-
-
Sieve
Gravel
4%
% Passing
% Fraction
Passing
D60, mm
0.395
Cu
4.06
Cc
0.87
Sand
Fine
# 40
-
-
D30, mm
0.183
89%
6.9%
# 30
-
-
D10, mm
0.097
ASTM
D4318-17
LL
1st Test
PL
N.P.
N.P.
PI
ASTM
D4318-17
LL
PL
PI
N.P.
2nd Test, Oven Dried
for Organic
-
-
-
CL-ML, Lower Limit
CL-ML, Upper Limit
PI-LL Limit
A-LINE
LL-50
U-LINE
Point PI-LL
Soil Classification :
ASTM D 2487
Poorly Graded Sand with Silt (SP-SM)
ASTM D 3282
A-3(0)
Fine Sand
(AASHTO M145-3)
Remark(s): Mass of test specimen for Moisture Content is lesser than the minimum required mass indicated in ASTM D2216-10 Table 1.
The sample will be disposed after one week of this report date unless the client requests for extension of storage or retrieval.
This document shall not be reproduced except in full, without written approval of ACTS company.
The above results relate only to the sample(s) tested and should not be used for advertisement purposes.
Prepared By
Reviewed By
Approved By
Norjehan Batua
Data Encoder
Mohammed Tokhi
Materials Engineer
M. Johor
Area Manager
ACTS Serial No.
Reporting Date
2047174
28-Jul-21
TEST REPORT
LIQUID LIMIT, PLASTIC LIMIT & PLASTICITY INDEX OF SOILS
ASTM D4318-17
PROJECT :
Jeddah South Container Terminal Upgrade
CONTRACTOR :
Saudi Archirodon Ltd.
CONSULTANT:
-
CUSTOMER:
ACTS GEOTECHNICAL
TESTED AT:
ACTS Jeddah Main Branch
T.W.O No:
ACTS-2141414
Customer Reference:
-
ACTS Reference:
JUL2125250157
IR / WIR / RFI Number:
-
Sampling Date:
Special Specimen Selection
Process Used(if any):
Method of removing particles larger than the 425-μm (No. 40) sieve:
Specimen Preparation Used:
Wet
Drying Method Used (During Preparation of
Specimen):
Exposing to warm air currents
17-Jul-21
Testing Date:
Description of
Sample
25-Jul-21
Approximate Max
Grain Size, mm:
19
Est. Sample Retained on
425µm, %:
37
As received Water
Content, %:
Methodology used to specify how data are
recorded on the test data:
23
Sample Type:
Soil
Sample Located by:
Customer
Sample Collected / Extracted by:
ACTS
Type of Soil (according to specification):
-
Name of Supplier / Source:
-
Reference / Specification:
-
Boring Number and Depth:
LBH-202 (47.00-47.50)
-
Name or Initials of the person(s)who
prepared and tested the samples:
-
Sampling Method Used:
Sample Location, Description, Ident. and
other required info. :
LBH-202- S5
Test
ASTM D6026
-
Liquid Limit Method A (Multipoint Method)
Plastic Limit
Mechanical Liquid Limit Device
Metal Grooving Tool
Hand Rolled(Plastic Limit Rolling Procedure 1)
Testing Equipment Used
No. of blows, N
-
-
-
---
---
---
Container Ref.
1
2
3
-
A
B
(A) Mass of Container (g)
-
-
-
-
-
-
(B) Mass of wet soil + Container (g)
-
-
-
-
-
-
(C) Mass of dry soil + Container (g)
-
-
-
-
-
-
Moisture content %
-
-
-
-
-
-
Plastic (PL) =
Limits
Liquid (LL) =
NP
Plasticity Index (PI)
PI = (LL - PL) =
NP
NP
Liquid Limit Chart
1.0
Requirements /
Limits
Remarks
LL
NP
-
-
PL
NP
-
-
PI
NP
-
-
0.9
Moisture Content
Test Result
0.8
0.7
0.6
NONPLASTIC
0.5
0.4
0.3
0.2
0.1
0.0
10
25
No. of Blows/Drops, N
The sample will be disposed after one week of this report date unless the client requests for extension of storage or retrieval.
This document shall not be reproduced except in full, without written approval of ACTS company.
The above results relate only to the sample(s) tested and should not be used for advertisement purposes.
Prepared By
Reviewed By
Approved By
Norjehan Batua
Data Encoder
Mohammed Tokhi
Materials Engineer
M. Johor
Area Manager
100
Serial No.
Date
Page
2047175
28-Jul-2021
1 of 1
TEST REPORT
SPECIFIC GRAVITY OF SOIL SOLIDS BY WATER PYCNOMETER
(ASTM D-854)
:
:
:
:
:
Project
Contractor
Consultant
Client
Tested At
Jeddah South Container Terminal Upgrade
Saudi Archirodon Ltd.
ACTS GEOTECHNICAL
ACTS Jeddah Main Branch
TWO No.
ACTS-2141414
Sampled By
Sample Received on :
ACTS
17-Jul-2021
Sample Tested on:
26-Jul-2021
Sample type:
Soil
Sample Reference:
LBH-202- S5
Sample Depth:
47.00-47.50
ACTS Reference:
JUL2125250158
Retained 4.75 mm (%)
4.0
Weight of Dry Aggregate (g)
-
Weight of aggregate in Water (g)
-
Passing 4.75 mm (%)
96.0
Weight of Pycnometer + Soil +
Water (g)
366.90
Weight of Pycnometer + Water (g)
334.89
Weight of Dry Soil (g)
50.5
23.1
Temperature (T oC)
-
Temperature (T oC)
Temperature Coefficient (K)
-
Temperature Coefficient (K)
Apparent Specific Gravity at Test
Temperature
-
Specific Gravity at Test
Temperature
2.731
Apparent Specific Gravity at 20 oC
-
Specific Gravity at 20 oC
2.729
Specific Gravity
-
0.99931
Prepared by
Checked by
Approved By
Norjehan Batua
Data Encoder
Mohammed Tokhi
Materials Engineer
M. Johor
Area Manager
Serial No.
Date:
Page :
6-Jan-7527
24-Aug-2021
1 of 1
TEST REPORT
POINT LOAD STRENGTH INDEX OF ROCK
(A.S.T.M. D 5731)
PROJECT :
Jeddah South Container Terminal Upgrade
CONTRACTOR :
Saudi Archirodon Ltd.
ENGINEER :
CUSTOMER :
ACTS GEOTECHNICAL
TESTED AT :
ACTS Jeddah Main Branch
TWO No :
Sample Received on :
Sample Type :
Sampled by :
Device used :
Sample moisture condition :
Sample Location :
Sample Tested on :
ACTS-2142875
16/Aug/2021
Rock
ACTS
Matest Digital Point load Tester ,Model # A125
As Received
LBH-203 - S1 (17.00-17.10)
21/Aug/2021
Sample Ref.
-
-
-
-
-
Axial
-
-
-
-
Sample Moisture Content (%)
0.1
-
-
-
-
Sample width, W (mm)
Test type
63.8
-
-
-
-
Platen separation, D (mm)
36.5
-
-
-
-
Length/Diameter Ratio
0.572
-
-
-
-
2965.0
-
-
-
-
2
2
De (mm )
Equivalent diameter De,
54.5
-
-
-
-
34160.0
-
-
-
-
Uncorrected Point load index, Is (MPa)
11.52
-
-
-
-
Estimated uniaxial comp. strength, MPa
234.89
-
-
-
-
Size correction factor,F
1.039
-
-
-
-
Corrected point load index, Is(50) (MPa)
11.97
-
-
-
-
Failure load, P (N)
11.97
Average Corrected Point Load Index , Is(50) , MPa
Extremely High
Strength Classification
PREPARED BY
CHECKED BY
APPROVED BY
Norjehan Batua
Data Encoder
Mohammed Tokhi
Materials Engineer
M.Johor
Area Manager
Serial No.
Date
Page
:
:
:
TEST REPORT
COMPRESSIVE STRENGTH AND ELASTIC MODULI
OF INTACT ROCK CORE SPECIMENS
ASTM D7012-Method C
PROJECT
CONTRACTOR
ENGINEER
CUSTOMER
TESTED AT
Jeddah South Container Terminal Upgrade
Saudi Archirodon Ltd.
:
:
:
:
:
TWO No.
Sample Received on
Sample Type
Sampled By
Tested On
Sample Reference
Sample Location
ACTS Ref No.
ACTS GEOTECHNICAL
ACTS Jeddah Main Branch
:
:
:
:
:
:
:
:
ACTS-2142875
16/Aug/2021
Rock
ACTS
21/Aug/2021
LBH-203 - S2 (19.70-20.00)
AUG2122220094
129.3
Sample height (mm)
Sample diameter (mm)
Length-diameter ratio
63.8
2.0
0.1
Moisture content (%)
40.7
Load
Compressive strength (MPa)
12.7
PREPARED BY
CHECKED BY
APPROVED BY
Norjehan Batua
Data Encoder
Mohammed Tokhi
Materials Engineer
M. Johor
Area Manager
2055227
24-Aug-2021
1 of 1
Serial No.
Date:
Page:
2055228
24-Aug-2021
1 of 1
TEST REPORT
CHEMICAL ANALYSIS OF SOIL
PROJECT :
Jeddah South Container Terminal Upgrade
CONTRACTOR :
Saudi Archirodon Ltd.
ENGINEER :
-
CUSTOMER :
TESTED AT :
ACTS GEOTECHNICAL
TWO No. :
ACTS-2142875
ACTS Ref. :
AUG2122220095
Sampled By:
ACTS
Sample Reference :
LBH-203 - S3
Sample Depth :
33.5-34.0
Sample Type :
Soil
Sample Received on :
16-Aug-2021
Sample Tested on :
22-Aug-2021
Advanced Construction Technology Services, Jeddah, KSA
Test
Test Method
Result
Units
Chloride (Cl)
BS 1377-3
0.03
%
Sulfate (SO3)
BS 1377-3
0.08
%
pH 0.01 M CaCL2
ASTM D4972
8.5
-
pH distilled water
ASTM D4972
8.8
-
Carbonate content
-
-
-
Prepared By
Checked By
Approved By
Norjehan Batua
Data Encoder
Mohammed Tokhi
Materials Engineer
M.Johor
Area Manager
ACTS Serial No.:
2055229
Reporting Date:
24-Aug-21
TEST REPORT
Laboratory Determination of Water (Moisture) Content of Soil and Rock by Mass
ASTM D2216 − 19
Jeddah South Container Terminal Upgrade
Saudi Archirodon Ltd.
ACTS GEOTECHNICAL
ACTS Jeddah Main Branch
Project:
Contractor:
Consultant:
Customer:
Tested at:
TWO No.:
ACTS-2142875
Drill Hole/Bore Hole Number:
LBH-203 (39.50-40.0)
Customer Reference:
-
Sampling Method Used:
-
IR / WIR / RFI / Number:
-
Test Method Used:
Method A (1%)
ACTS Reference:
AUG2122220096
Mention if Test Specimen contains more
than one material type (layered, etc.):
-
Sampling Date:
16-Aug-21
Mention if Any Material (size and amount)
was excluded from the Test Specimen:
-
Testing Date:
Sample Located by:
Drying Temperature if different from 110±
5°C., °C:
-
Sample Collected / Extracted by:
17-Aug-21
ACTS
Sample Type:
Soil
Source of Sample:
-
Sample Location, Identification and other
required information:
S4
Name or Initial of Person(s) who
performed the test:
Methodology used for significant digits and
rounding off numbers:
Mcms, Mass of Container and Moist Specimen,
g
635.1
Mcds, Mass of Container and Oven Dry
Specimen, g
548.1
Mc, Mass of Container, g
139.5
Mw, Mass of Water, g
87.0
Ms, Mass of Oven Dry Specimen, g
408.6
w, Water Content, %
21.0
Aftab
-
-
Remark(s):
The sample will be disposed after one week of this report date unless the client requests for extension of storage or retrieval.
This document shall not be reproduced except in full, without written approval of ACTS company.
The above results relate only to the sample(s) tested and should not be used for advertisement purposes.
Prepared By
Reviewed By
Approved By
Norjehan Batua
Data Encoder
Mohammed Tokhi
Materials Engineer
M. Johor
Area Manager
ACTS Serial No:
2055230
Reporting Date:
24-Aug-21
page 1 of 2
STANDARD PRACTICE REPORT
Classification of Soils and Soil-Aggregate Mixtures for Engineering Purposes
(Unified Soil Classification System) and Highway Construction Purposes
ASTM D2487-11 and ASTM D3282-15
Jeddah South Container Terminal Upgrade
Saudi Archirodon Ltd.
ACTS GEOTECHNICAL
ACTS Jeddah Main Branch
ACTS-2142875
TWO No.:
Task Order No.
16-Aug-21
Sample Received on :
19-Aug-21
Sample Tested on :
Soil
Sample Type :
ACTS
Sampled by :
PROJECT:
CONTRACTOR:
CONSULTANT:
CUSTOMER:
TESTED AT:
IR / WIR / RFI No.:
-
ACTS Reference:
AUG2122220097
Sample Location, Identification,
Description:
LBH-203 - S4 (39.50-40.0)
Presence of Cobbles or/and Boulders:
Standard Test Methods
Used
-
ASTM D1140-17
ASTM D2216-10, Method A
ASTM D4318-17
ASTM D6913
-
408.6
Mass of the Tested Sample
Source/Supplier:
Project Specification:
g
Sieve No.
Sieve Opening,
mm
Retained Mass Retained Mass
(g)
(%)
6 in.
4 in.
3 in.
2 1/2 in.
2 in.
1 1/2 in.
1 in.
3/4 in.
1/2 in.
3/8 in.
No. 4
No. 8
No. 10
No. 16
No. 20
No. 30
No. 40
No. 50
No. 60
No 100
No. 140
No. 200
Pan
150.0
100.0
75.0
63.0
50.0
37.5
25.0
19.00
12.50
9.50
4.75
2.36
2.000
1.180
0.850
0.600
0.425
0.300
0.250
0.150
0.106
0.075
-
0.0
0.0
55.2
22.6
20.1
29.4
38.4
58.4
99.6
13.0
71.9
0
0
14
5.5
4.9
7.2
9.4
14.3
24.4
3.2
17.6
MC
Gravel
Sand
Fine
21%
19%
63%
18%
Cumulative
Retained (%)
Percent passing
(%)
0
0
14
19
24
31
41
55
79
82
100.0
100
100
86
81
76
69
59
45
21
18
0.0
-
Compliance
Remarks
Minimum
Maximum
-
-
Passing %
Percent Passing
100
90
80
70
60
50
40
30
20
10
0
1.00E-02
D60
D30
D10
Minimum Limit
Maximum Limit
Sieve No. 30
D10, Extrapolation
Sieve No. 40
1.00E-01
1.00E+00 Sieve Size (mm)
1.00E+01
1.00E+02
Prepared By
Reviewed By
Approved By
Norjehan Batua
Data Encoder
Mohammed Tokhi
Materials Engineer
M. Johor
Area Manager
-
ACTS Serial No:
2055230
Date:
24-Aug-21
page 2 of 2
STANDARD PRACTICE REPORT
Classification of Soils and Soil-Aggregate Mixtures for Engineering Purposes
(Unified Soil Classification System) and Highway Construction Purposes
ASTM D2487-11 and ASTM D3282-15
Jeddah South Container Terminal Upgrade
Saudi Archirodon Ltd.
ACTS GEOTECHNICAL
ACTS Jeddah Main Branch
PROJECT:
CONTRACTOR:
CONSULTANT:
CUSTOMER:
TESTED AT:
ADDITIONAL INFORMATION
ASTM D2216-10
ASTM D422 - (2007) e2
Methodology used to specify how data are recorded:
Description of Sand and Gravel Particles, Hardness
-
Specific Gravity if Unusually high or low:
-
Description of Sand and Gravel Particles, Shape
Method Used
Method A (1%)
More than one Material Type, if any.
-
Drying Temperature if different from 110±5°C
Material (size and amount) was excluded
from the test specimen.
ASTM D1140-17
Mass Less than the minimum indicated, if any:
-
ASTM C117 - 17
Date of Test:
-
Name of technician performing the test:
Aftab
Date of Test:
-
Method Used:
Method A - Soaked in Water
Method of Procedure Used
-
Length of Time the specimen was soaked, mins
-
-
-
Sieve
% Passing
% Fraction
Passing
D60, mm
0.456
Cu
-
Cc
-
Gravel
Sand
Fine
# 40
-
-
D30, mm
0.146
19%
63%
18%
# 30
-
-
D10, mm
-
ASTM
D4318-17
LL
1st Test
PL
N.P.
N.P.
PI
ASTM
D4318-17
LL
PL
PI
N.P.
2nd Test, Oven Dried
for Organic
-
-
-
CL-ML, Lower Limit
CL-ML, Upper Limit
PI-LL Limit
A-LINE
LL-50
U-LINE
Point PI-LL
Soil Classification :
ASTM D 2487
Silty Sand with Gravel(SM)
ASTM D 3282
(AASHTO M145-3)
A-2-4(0)
Silty or Clayey Gravel and Sand
Remark(s):
The sample will be disposed after one week of this report date unless the client requests for extension of storage or retrieval.
This document shall not be reproduced except in full, without written approval of ACTS company.
The above results relate only to the sample(s) tested and should not be used for advertisement purposes.
Prepared By
Reviewed By
Approved By
Norjehan Batua
Data Encoder
Mohammed Tokhi
Materials Engineer
M. Johor
Area Manager
ACTS Serial No.
Reporting Date
2055231
24-Aug-21
TEST REPORT
LIQUID LIMIT, PLASTIC LIMIT & PLASTICITY INDEX OF SOILS
ASTM D4318-17
PROJECT :
Jeddah South Container Terminal Upgrade
CONTRACTOR :
Saudi Archirodon Ltd.
CONSULTANT:
-
CUSTOMER:
ACTS GEOTECHNICAL
TESTED AT:
ACTS Jeddah Main Branch
T.W.O No:
ACTS-2142875
Customer Reference:
-
ACTS Reference:
AUG2122220098
IR / WIR / RFI Number:
-
Sampling Date:
Special Specimen Selection
Process Used(if any):
Method of removing particles larger than the 425-μm (No. 40) sieve:
Specimen Preparation Used:
Wet
Drying Method Used (During Preparation of
Specimen):
Exposing to warm air currents
16-Aug-21
Testing Date:
Description of
Sample
21-Aug-21
Approximate Max
Grain Size, mm:
19
Est. Sample Retained on
425µm, %:
41
As received Water
Content, %:
Methodology used to specify how data are
recorded on the test data:
21
Sample Type:
Soil
Sample Located by:
Customer
Sample Collected / Extracted by:
ACTS
Type of Soil (according to specification):
-
Name of Supplier / Source:
-
Reference / Specification:
-
Boring Number and Depth:
LBH-203 (39.50-40.0)
-
Name or Initials of the person(s)who
prepared and tested the samples:
Aftab
Sampling Method Used:
Sample Location, Description, Ident. and
other required info. :
S4
Test
ASTM D6026
-
Liquid Limit Method A (Multipoint Method)
Plastic Limit
Mechanical Liquid Limit Device
Metal Grooving Tool
Hand Rolled(Plastic Limit Rolling Procedure 1)
Testing Equipment Used
No. of blows, N
-
-
-
---
---
---
Container Ref.
1
2
3
-
A
B
(A) Mass of Container (g)
-
-
-
-
-
-
(B) Mass of wet soil + Container (g)
-
-
-
-
-
-
(C) Mass of dry soil + Container (g)
-
-
-
-
-
-
Moisture content %
-
-
-
-
-
-
Plastic (PL) =
Limits
Liquid (LL) =
NP
Plasticity Index (PI)
PI = (LL - PL) =
NP
NP
Liquid Limit Chart
1.0
Requirements /
Limits
Remarks
LL
NP
-
-
PL
NP
-
-
PI
NP
-
-
0.9
Moisture Content
Test Result
0.8
0.7
0.6
NONPLASTIC
0.5
0.4
0.3
0.2
0.1
0.0
10
25
No. of Blows/Drops, N
The sample will be disposed after one week of this report date unless the client requests for extension of storage or retrieval.
This document shall not be reproduced except in full, without written approval of ACTS company.
The above results relate only to the sample(s) tested and should not be used for advertisement purposes.
Prepared By
Reviewed By
Approved By
Norjehan Batua
Data Encoder
Mohammed Tokhi
Materials Engineer
M. Johor
Area Manager
100
Serial No.
Date:
Page :
12-Jan-7527
24-Aug-2021
1 of 1
TEST REPORT
POINT LOAD STRENGTH INDEX OF ROCK
(A.S.T.M. D 5731)
PROJECT :
Jeddah South Container Terminal Upgrade
CONTRACTOR :
Saudi Archirodon Ltd.
ENGINEER :
CUSTOMER :
ACTS GEOTECHNICAL
TESTED AT :
ACTS Jeddah Main Branch
TWO No :
Sample Received on :
Sample Type :
Sampled by :
Device used :
Sample moisture condition :
Sample Location :
Sample Tested on :
ACTS-2142875
16/Aug/2021
Rock
ACTS
Matest Digital Point load Tester ,Model # A125
As Received
LBH-203 - S5 (51.00-51.20)
21/Aug/2021
Sample Ref.
-
-
-
-
-
Axial
-
-
-
-
Sample Moisture Content (%)
0.1
-
-
-
-
Sample width, W (mm)
Test type
62.3
-
-
-
-
Platen separation, D (mm)
41.3
-
-
-
-
Length/Diameter Ratio
0.663
-
-
-
-
3276.0
-
-
-
-
2
2
De (mm )
Equivalent diameter De,
57.2
-
-
-
-
3860.0
-
-
-
-
Uncorrected Point load index, Is (MPa)
1.18
-
-
-
-
Estimated uniaxial comp. strength, MPa
25.01
-
-
-
-
Size correction factor,F
1.063
-
-
-
-
Corrected point load index, Is(50) (MPa)
1.25
-
-
-
-
Failure load, P (N)
Average Corrected Point Load Index , Is(50) , MPa
1.25
Strength Classification
High
PREPARED BY
CHECKED BY
APPROVED BY
Norjehan Batua
Data Encoder
Mohammed Tokhi
Materials Engineer
M.Johor
Area Manager
Serial No.
Date
Page
:
:
:
TEST REPORT
COMPRESSIVE STRENGTH AND ELASTIC MODULI
OF INTACT ROCK CORE SPECIMENS
ASTM D7012-Method C
PROJECT
CONTRACTOR
ENGINEER
CUSTOMER
TESTED AT
Jeddah South Container Terminal Upgrade
Saudi Archirodon Ltd.
:
:
:
:
:
TWO No.
Sample Received on
Sample Type
Sampled By
Tested On
Sample Reference
Sample Location
ACTS Ref No.
ACTS GEOTECHNICAL
ACTS Jeddah Main Branch
:
:
:
:
:
:
:
:
ACTS-2141415
17/Jul/2021
Rock
ACTS
26/Jul/2021
18.00-18.50
LBH-204- S1
JUL2125250159
127.5
Sample height (mm)
Sample diameter (mm)
Length-diameter ratio
63.4
2.0
0.1
Moisture content (%)
86.4
Load
Compressive strength (MPa)
27.4
PREPARED BY
CHECKED BY
APPROVED BY
Norjehan Batua
Data Encoder
Mohammed Tokhi
Materials Engineer
M. Johor
Area Manager
2047178
28-Jul-2021
1 of 1
Serial No.
Date:
Page :
25-Dec-7504
28-Jul-2021
1 of 1
TEST REPORT
POINT LOAD STRENGTH INDEX OF ROCK
(A.S.T.M. D 5731)
PROJECT :
Jeddah South Container Terminal Upgrade
CONTRACTOR :
Saudi Archirodon Ltd.
ENGINEER :
CUSTOMER :
ACTS GEOTECHNICAL
TESTED AT :
ACTS Jeddah Main Branch
TWO No :
Sample Received on :
Sample Type :
Sampled by :
Device used :
Sample moisture condition :
Sample Location :
Sample Tested on :
ACTS-2141415
17/Jul/2021
Rock
ACTS
Matest Digital Point load Tester ,Model # A125
As Received
22.50-23.00
25/Jul/2021
Sample Ref.
LBH-204- S2
-
-
-
-
Axial
-
-
-
-
Sample Moisture Content (%)
0.1
-
-
-
-
Sample width, W (mm)
Test type
63.5
-
-
-
-
Platen separation, D (mm)
38.0
-
-
-
-
Length/Diameter Ratio
0.598
-
-
-
-
3072.3
-
-
-
-
2
2
De (mm )
Equivalent diameter De,
55.4
-
-
-
-
48770.0
-
-
-
-
Uncorrected Point load index, Is (MPa)
15.87
-
-
-
-
Estimated uniaxial comp. strength, MPa
327.80
-
-
-
-
Size correction factor,F
1.047
-
-
-
-
Corrected point load index, Is(50) (MPa)
16.63
-
-
-
-
Failure load, P (N)
16.63
Average Corrected Point Load Index , Is(50) , MPa
Extremely High
Strength Classification
PREPARED BY
CHECKED BY
APPROVED BY
Norjehan Batua
Data Encoder
Mohammed Tokhi
Materials Engineer
M.Johor
Area Manager
Serial No.
Date:
Page:
2047180
28-Jul-2021
1 of 1
TEST REPORT
CHEMICAL ANALYSIS OF SOIL
PROJECT :
Jeddah South Container Terminal Upgrade
CONTRACTOR :
Saudi Archirodon Ltd.
ENGINEER :
-
CUSTOMER :
TESTED AT :
ACTS GEOTECHNICAL
TWO No. :
ACTS-2141415
ACTS Ref. :
JUL2125250161
Sampled By:
ACTS
Sample Reference :
LBH-204 - S3
Sample Depth :
29.00-29.50
Sample Type :
Soil
Sample Received on :
17-Jul-2021
Sample Tested on :
26-Jul-2021
Advanced Construction Technology Services, Jeddah, KSA
Test
Test Method
Result
Units
Chloride (Cl)
BS 1377-3
0.03
%
Sulfate (SO3)
BS 1377-3
0.08
%
pH 0.01 M CaCL2
ASTM D4972
9.0
-
pH distilled water
ASTM D4972
9.4
-
Carbonate content
-
-
-
Prepared By
Checked By
Approved By
Norjehan Batua
Data Encoder
Mohammed Tokhi
Materials Engineer
M.Johor
Area Manager
ACTS Serial No.:
2047181
Reporting Date:
28-Jul-21
TEST REPORT
Laboratory Determination of Water (Moisture) Content of Soil and Rock by Mass
ASTM D2216 − 19
Jeddah South Container Terminal Upgrade
Saudi Archirodon Ltd.
ACTS GEOTECHNICAL
ACTS Jeddah Main Branch
Project:
Contractor:
Consultant:
Customer:
Tested at:
TWO No.:
ACTS-2141415
Drill Hole/Bore Hole Number:
-
Customer Reference:
-
Sampling Method Used:
-
IR / WIR / RFI / Number:
-
Test Method Used:
Method A (1%)
ACTS Reference:
JUL2125250162
Mention if Test Specimen contains more
than one material type (layered, etc.):
-
Sampling Date:
17-Jul-21
Mention if Any Material (size and amount)
was excluded from the Test Specimen:
-
Testing Date:
Sample Located by:
Drying Temperature if different from 110±
5°C., °C:
-
Sample Collected / Extracted by:
24-Jul-21
ACTS
Sample Type:
Soil
Source of Sample:
-
Sample Location, Identification and other
required information:
LBH-204- S4 (48.50-50.00)
Name or Initial of Person(s) who
performed the test:
Methodology used for significant digits and
rounding off numbers:
Mcms, Mass of Container and Moist Specimen,
g
755.2
Mcds, Mass of Container and Oven Dry
Specimen, g
688.5
Mc, Mass of Container, g
290.8
Mw, Mass of Water, g
66.7
Ms, Mass of Oven Dry Specimen, g
397.7
w, Water Content, %
17.0
-
-
Remark(s):
The sample will be disposed after one week of this report date unless the client requests for extension of storage or retrieval.
This document shall not be reproduced except in full, without written approval of ACTS company.
The above results relate only to the sample(s) tested and should not be used for advertisement purposes.
Prepared By
Reviewed By
Approved By
Norjehan Batua
Data Encoder
Mohammed Tokhi
Materials Engineer
M. Johor
Area Manager
ACTS Serial No:
2047182
Reporting Date:
28-Jul-21
page 1 of 2
STANDARD PRACTICE REPORT
Classification of Soils and Soil-Aggregate Mixtures for Engineering Purposes
(Unified Soil Classification System) and Highway Construction Purposes
ASTM D2487-11 and ASTM D3282-15
Jeddah South Container Terminal Upgrade
Saudi Archirodon Ltd.
ACTS GEOTECHNICAL
ACTS Jeddah Main Branch
ACTS-2141415
TWO No.:
Task Order No.
17-Jul-21
Sample Received on :
25-Jul-21
Sample Tested on :
Soil
Sample Type :
ACTS
Sampled by :
PROJECT:
CONTRACTOR:
CONSULTANT:
CUSTOMER:
TESTED AT:
IR / WIR / RFI No.:
-
ACTS Reference:
JUL2125250163
Sample Location, Identification,
Description:
LBH-204- S4 (48.50-50.00)
Presence of Cobbles or/and Boulders:
Standard Test Methods
Used
-
ASTM D1140-17
ASTM D2216-10, Method A
ASTM D4318-17
ASTM D6913
-
334.8
Mass of the Tested Sample
Source/Supplier:
Project Specification:
g
Sieve No.
Sieve Opening,
mm
Retained Mass Retained Mass
(g)
(%)
6 in.
4 in.
3 in.
2 1/2 in.
2 in.
1 1/2 in.
1 in.
3/4 in.
1/2 in.
3/8 in.
No. 4
No. 8
No. 10
No. 16
No. 20
No. 30
No. 40
No. 50
No. 60
No 100
No. 140
No. 200
Pan
150.0
100.0
75.0
63.0
50.0
37.5
25.0
19.00
12.50
9.50
4.75
2.36
2.000
1.180
0.850
0.600
0.425
0.300
0.250
0.150
0.106
0.075
-
0.0
0.0
3.2
1.8
3.5
30.0
101.7
74.8
62.0
12.7
45.1
0
0
1
0.5
1.0
9.0
30.4
22.3
18.5
3.8
13.5
MC
Gravel
Sand
Fine
17%
1%
86%
13%
Cumulative
Retained (%)
Percent passing
(%)
0
0
1
1
3
11
42
64
83
87
100.0
100
100
99
99
97
89
58
36
17
13
0.0
-
Compliance
Remarks
Minimum
Maximum
-
-
Passing %
Percent Passing
100
90
80
70
60
50
40
30
20
10
0
1.00E-02
D60
D30
D10
Minimum Limit
Maximum Limit
Sieve No. 30
D10, Extrapolation
Sieve No. 40
1.00E-01
1.00E+00 Sieve Size (mm)
1.00E+01
1.00E+02
Prepared By
Reviewed By
Approved By
Norjehan Batua
Data Encoder
Mohammed Tokhi
Materials Engineer
M. Johor
Area Manager
-
ACTS Serial No:
2047182
Date:
28-Jul-21
page 2 of 2
STANDARD PRACTICE REPORT
Classification of Soils and Soil-Aggregate Mixtures for Engineering Purposes
(Unified Soil Classification System) and Highway Construction Purposes
ASTM D2487-11 and ASTM D3282-15
Jeddah South Container Terminal Upgrade
Saudi Archirodon Ltd.
ACTS GEOTECHNICAL
ACTS Jeddah Main Branch
PROJECT:
CONTRACTOR:
CONSULTANT:
CUSTOMER:
TESTED AT:
ADDITIONAL INFORMATION
ASTM D2216-10
ASTM D422 - (2007) e2
Methodology used to specify how data are recorded:
Description of Sand and Gravel Particles, Hardness
-
Specific Gravity if Unusually high or low:
-
Description of Sand and Gravel Particles, Shape
Method Used
Method A (1%)
More than one Material Type, if any.
-
Drying Temperature if different from 110±5°C
Material (size and amount) was excluded
from the test specimen.
ASTM D1140-17
Mass Less than the minimum indicated, if any:
-
ASTM C117 - 17
Date of Test:
-
Name of technician performing the test:
-
Date of Test:
-
Method Used:
Method A - Soaked in Water
Method of Procedure Used
-
Length of Time the specimen was soaked, mins
-
-
-
Sieve
Gravel
1%
% Passing
% Fraction
Passing
D60, mm
0.444
Cu
-
Cc
-
Sand
Fine
# 40
-
-
D30, mm
0.191
86%
13%
# 30
-
-
D10, mm
-
ASTM
D4318-17
LL
1st Test
PL
N.P.
N.P.
PI
ASTM
D4318-17
LL
PL
PI
N.P.
2nd Test, Oven Dried
for Organic
-
-
-
CL-ML, Lower Limit
CL-ML, Upper Limit
PI-LL Limit
A-LINE
LL-50
U-LINE
Point PI-LL
Soil Classification :
ASTM D 2487
Silty Sand(SM)
ASTM D 3282
(AASHTO M145-3)
A-2-4(0)
Silty or Clayey Gravel and Sand
Remark(s):
The sample will be disposed after one week of this report date unless the client requests for extension of storage or retrieval.
This document shall not be reproduced except in full, without written approval of ACTS company.
The above results relate only to the sample(s) tested and should not be used for advertisement purposes.
Prepared By
Reviewed By
Approved By
Norjehan Batua
Data Encoder
Mohammed Tokhi
Materials Engineer
M. Johor
Area Manager
ACTS Serial No.
Reporting Date
2047183
28-Jul-21
TEST REPORT
LIQUID LIMIT, PLASTIC LIMIT & PLASTICITY INDEX OF SOILS
ASTM D4318-17
PROJECT :
Jeddah South Container Terminal Upgrade
CONTRACTOR :
Saudi Archirodon Ltd.
CONSULTANT:
-
CUSTOMER:
ACTS GEOTECHNICAL
TESTED AT:
ACTS Jeddah Main Branch
T.W.O No:
ACTS-2141415
Customer Reference:
-
ACTS Reference:
JUL2125250164
IR / WIR / RFI Number:
-
Sampling Date:
Special Specimen Selection
Process Used(if any):
Method of removing particles larger than the 425-μm (No. 40) sieve:
Specimen Preparation Used:
Wet
Drying Method Used (During Preparation of
Specimen):
Exposing to warm air currents
17-Jul-21
Testing Date:
Description of
Sample
25-Jul-21
Approximate Max
Grain Size, mm:
19
Est. Sample Retained on
425µm, %:
42
As received Water
Content, %:
Methodology used to specify how data are
recorded on the test data:
17
Sample Type:
Soil
Sample Located by:
Customer
Sample Collected / Extracted by:
ACTS
Type of Soil (according to specification):
-
Name of Supplier / Source:
-
Reference / Specification:
-
Boring Number and Depth:
LBH-204 (48.50-50.00)
-
Name or Initials of the person(s)who
prepared and tested the samples:
-
Sampling Method Used:
Sample Location, Description, Ident. and
other required info. :
LBH-204- S4
Test
ASTM D6026
-
Liquid Limit Method A (Multipoint Method)
Plastic Limit
Mechanical Liquid Limit Device
Metal Grooving Tool
Hand Rolled(Plastic Limit Rolling Procedure 1)
Testing Equipment Used
No. of blows, N
-
-
-
---
---
---
Container Ref.
1
2
3
-
A
B
(A) Mass of Container (g)
-
-
-
-
-
-
(B) Mass of wet soil + Container (g)
-
-
-
-
-
-
(C) Mass of dry soil + Container (g)
-
-
-
-
-
-
Moisture content %
-
-
-
-
-
-
Plastic (PL) =
Limits
Liquid (LL) =
NP
Plasticity Index (PI)
PI = (LL - PL) =
NP
NP
Liquid Limit Chart
1.0
Requirements /
Limits
Remarks
LL
NP
-
-
PL
NP
-
-
PI
NP
-
-
0.9
Moisture Content
Test Result
0.8
0.7
0.6
NONPLASTIC
0.5
0.4
0.3
0.2
0.1
0.0
10
25
No. of Blows/Drops, N
The sample will be disposed after one week of this report date unless the client requests for extension of storage or retrieval.
This document shall not be reproduced except in full, without written approval of ACTS company.
The above results relate only to the sample(s) tested and should not be used for advertisement purposes.
Prepared By
Reviewed By
Approved By
Norjehan Batua
Data Encoder
Mohammed Tokhi
Materials Engineer
M. Johor
Area Manager
100
Serial No.
Date
Page
2047184
28-Jul-2021
1 of 1
TEST REPORT
SPECIFIC GRAVITY OF SOIL SOLIDS BY WATER PYCNOMETER
(ASTM D-854)
:
:
:
:
:
Project
Contractor
Consultant
Client
Tested At
Jeddah South Container Terminal Upgrade
Saudi Archirodon Ltd.
ACTS GEOTECHNICAL
ACTS Jeddah Main Branch
TWO No.
ACTS-2141415
Sampled By
Sample Received on :
ACTS
17-Jul-2021
Sample Tested on:
25-Jul-2021
Sample type:
Soil
Sample Reference:
LBH-204- S4
Sample Depth:
48.50-50.00
ACTS Reference:
JUL2125250165
Retained 4.75 mm (%)
1.0
Weight of Dry Aggregate (g)
-
Weight of aggregate in Water (g)
-
Passing 4.75 mm (%)
99.0
Weight of Pycnometer + Soil +
Water (g)
368.00
Weight of Pycnometer + Water (g)
335.20
Weight of Dry Soil (g)
51.6
23.6
Temperature (T oC)
-
Temperature (T oC)
Temperature Coefficient (K)
-
Temperature Coefficient (K)
Apparent Specific Gravity at Test
Temperature
-
Specific Gravity at Test
Temperature
2.745
Apparent Specific Gravity at 20 oC
-
Specific Gravity at 20 oC
2.742
Specific Gravity
-
0.99919
Prepared by
Checked by
Approved By
Norjehan Batua
Data Encoder
Mohammed Tokhi
Materials Engineer
M. Johor
Area Manager
Serial No.
Date
Page
:
:
:
TEST REPORT
COMPRESSIVE STRENGTH AND ELASTIC MODULI
OF INTACT ROCK CORE SPECIMENS
ASTM D7012-Method C
PROJECT
CONTRACTOR
ENGINEER
CUSTOMER
TESTED AT
Jeddah South Container Terminal Upgrade
Saudi Archirodon Ltd.
:
:
:
:
:
TWO No.
Sample Received on
Sample Type
Sampled By
Tested On
Sample Reference
Sample Location
ACTS Ref No.
ACTS GEOTECHNICAL
ACTS Jeddah Main Branch
:
:
:
:
:
:
:
:
ACTS-2141416
17/Jul/2021
Rock
ACTS
26/Jul/2021
17.00-17.50
LBH-205- S1
JUL2125250166
167.7
Sample height (mm)
Sample diameter (mm)
Length-diameter ratio
83
2.0
0.1
Moisture content (%)
110.2
Load
Compressive strength (MPa)
20.4
PREPARED BY
CHECKED BY
APPROVED BY
Norjehan Batua
Data Encoder
Mohammed Tokhi
Materials Engineer
M. Johor
Area Manager
2047127
28-Jul-2021
1 of 1
Serial No.
Date:
Page :
4-Nov-7504
28-Jul-2021
1 of 1
TEST REPORT
POINT LOAD STRENGTH INDEX OF ROCK
(A.S.T.M. D 5731)
PROJECT :
Jeddah South Container Terminal Upgrade
CONTRACTOR :
Saudi Archirodon Ltd.
ENGINEER :
CUSTOMER :
ACTS GEOTECHNICAL
TESTED AT :
ACTS Jeddah Main Branch
TWO No :
Sample Received on :
Sample Type :
Sampled by :
Device used :
Sample moisture condition :
Sample Location :
Sample Tested on :
ACTS-2141416
17/Jul/2021
Rock
ACTS
Matest Digital Point load Tester ,Model # A125
As Received
LBH-205- S2 (27.50-27.70)
25/Jul/2021
Sample Ref.
LBH-205- S2
-
-
-
-
Axial
-
-
-
-
Sample Moisture Content (%)
0.1
-
-
-
-
Sample width, W (mm)
Test type
63.4
-
-
-
-
Platen separation, D (mm)
36.2
-
-
-
-
Length/Diameter Ratio
0.571
-
-
-
-
2922.2
-
-
-
-
2
2
De (mm )
Equivalent diameter De,
54.1
-
-
-
-
54100.0
-
-
-
-
Uncorrected Point load index, Is (MPa)
18.51
-
-
-
-
Estimated uniaxial comp. strength, MPa
376.47
-
-
-
-
Size correction factor,F
1.036
-
-
-
-
Corrected point load index, Is(50) (MPa)
19.18
-
-
-
-
Failure load, P (N)
19.18
Average Corrected Point Load Index , Is(50) , MPa
Extremely High
Strength Classification
PREPARED BY
CHECKED BY
APPROVED BY
Norjehan Batua
Data Encoder
Mohammed Tokhi
Materials Engineer
M.Johor
Area Manager
Serial No.
Date
Page
:
:
:
TEST REPORT
COMPRESSIVE STRENGTH AND ELASTIC MODULI
OF INTACT ROCK CORE SPECIMENS
ASTM D7012-Method C
PROJECT
CONTRACTOR
ENGINEER
CUSTOMER
TESTED AT
Jeddah South Container Terminal Upgrade
Saudi Archirodon Ltd.
:
:
:
:
:
TWO No.
Sample Received on
Sample Type
Sampled By
Tested On
Sample Reference
Sample Location
ACTS Ref No.
ACTS GEOTECHNICAL
ACTS Jeddah Main Branch
:
:
:
:
:
:
:
:
ACTS-2141416
17/Jul/2021
Rock
ACTS
26/Jul/2021
29.00-29.45
LBH-205- S3
JUL2125250168
128.1
Sample height (mm)
Sample diameter (mm)
Length-diameter ratio
63.4
2.0
0.3
Moisture content (%)
89.0
Load
Compressive strength (MPa)
28.2
PREPARED BY
CHECKED BY
APPROVED BY
Norjehan Batua
Data Encoder
Mohammed Tokhi
Materials Engineer
M. Johor
Area Manager
2047129
28-Jul-2021
1 of 1
Serial No.
Date:
Page :
6-Nov-7504
28-Jul-2021
1 of 1
TEST REPORT
POINT LOAD STRENGTH INDEX OF ROCK
(A.S.T.M. D 5731)
PROJECT :
Jeddah South Container Terminal Upgrade
CONTRACTOR :
Saudi Archirodon Ltd.
ENGINEER :
CUSTOMER :
ACTS GEOTECHNICAL
TESTED AT :
ACTS Jeddah Main Branch
TWO No :
Sample Received on :
Sample Type :
Sampled by :
Device used :
Sample moisture condition :
Sample Location :
Sample Tested on :
ACTS-2141416
17/Jul/2021
Rock
ACTS
Matest Digital Point load Tester ,Model # A125
As Received
LBH-205- S4 (36.40-36.50)
25/Jul/2021
Sample Ref.
LBH-205
-
-
-
-
Axial
-
-
-
-
Sample Moisture Content (%)
3.4
-
-
-
-
Sample width, W (mm)
Test type
63.0
-
-
-
-
Platen separation, D (mm)
45.2
-
-
-
-
Length/Diameter Ratio
0.717
-
-
-
-
3625.7
-
-
-
-
2
2
De (mm )
Equivalent diameter De,
60.2
-
-
-
-
17800.0
-
-
-
-
Uncorrected Point load index, Is (MPa)
4.91
-
-
-
-
Estimated uniaxial comp. strength, MPa
107.57
-
-
-
-
Size correction factor,F
1.087
-
-
-
-
Corrected point load index, Is(50) (MPa)
5.34
-
-
-
-
Failure load, P (N)
5.34
Average Corrected Point Load Index , Is(50) , MPa
Very High
Strength Classification
PREPARED BY
CHECKED BY
APPROVED BY
Norjehan Batua
Data Encoder
Mohammed Tokhi
Materials Engineer
M.Johor
Area Manager
ACTS Serial No.:
2047131
Reporting Date:
28-Jul-21
TEST REPORT
Laboratory Determination of Water (Moisture) Content of Soil and Rock by Mass
ASTM D2216 − 19
Jeddah South Container Terminal Upgrade
Saudi Archirodon Ltd.
ACTS GEOTECHNICAL
ACTS Jeddah Main Branch
Project:
Contractor:
Consultant:
Customer:
Tested at:
TWO No.:
ACTS-2141416
Drill Hole/Bore Hole Number:
-
Customer Reference:
-
Sampling Method Used:
-
IR / WIR / RFI / Number:
-
Test Method Used:
Method A (1%)
ACTS Reference:
JUL2125250170
Mention if Test Specimen contains more
than one material type (layered, etc.):
-
Sampling Date:
17-Jul-21
Mention if Any Material (size and amount)
was excluded from the Test Specimen:
-
Testing Date:
Sample Located by:
Drying Temperature if different from 110±
5°C., °C:
-
Sample Collected / Extracted by:
24-Jul-21
ACTS
Sample Type:
Soil
Source of Sample:
-
Sample Location, Identification and other
required information:
LBH-205- S5 (45.50-46.00)
Name or Initial of Person(s) who
performed the test:
Methodology used for significant digits and
rounding off numbers:
Mcms, Mass of Container and Moist Specimen,
g
581.2
Mcds, Mass of Container and Oven Dry
Specimen, g
501.2
Mc, Mass of Container, g
139.3
Mw, Mass of Water, g
80.0
Ms, Mass of Oven Dry Specimen, g
361.9
w, Water Content, %
22.0
-
-
Remark(s):
The sample will be disposed after one week of this report date unless the client requests for extension of storage or retrieval.
This document shall not be reproduced except in full, without written approval of ACTS company.
The above results relate only to the sample(s) tested and should not be used for advertisement purposes.
Prepared By
Reviewed By
Approved By
Norjehan Batua
Data Encoder
Mohammed Tokhi
Materials Engineer
M. Johor
Area Manager
ACTS Serial No:
2047176
Reporting Date:
28-Jul-21
page 1 of 2
STANDARD PRACTICE REPORT
Classification of Soils and Soil-Aggregate Mixtures for Engineering Purposes
(Unified Soil Classification System) and Highway Construction Purposes
ASTM D2487-11 and ASTM D3282-15
Jeddah South Container Terminal Upgrade
Saudi Archirodon Ltd.
ACTS GEOTECHNICAL
ACTS Jeddah Main Branch
ACTS-2141416
TWO No.:
Task Order No.
17-Jul-21
Sample Received on :
25-Jul-21
Sample Tested on :
Soil
Sample Type :
ACTS
Sampled by :
PROJECT:
CONTRACTOR:
CONSULTANT:
CUSTOMER:
TESTED AT:
IR / WIR / RFI No.:
-
ACTS Reference:
JUL2125250171
Sample Location, Identification,
Description:
LBH-205- S5 (45.50-46.00)
Presence of Cobbles or/and Boulders:
Standard Test Methods
Used
-
ASTM D1140-17
ASTM D2216-10, Method A
ASTM D4318-17
ASTM D6913
-
361.9
Mass of the Tested Sample
Source/Supplier:
Project Specification:
g
Sieve No.
Sieve Opening,
mm
Retained Mass Retained Mass
(g)
(%)
6 in.
4 in.
3 in.
2 1/2 in.
2 in.
1 1/2 in.
1 in.
3/4 in.
1/2 in.
3/8 in.
No. 4
No. 8
No. 10
No. 16
No. 20
No. 30
No. 40
No. 50
No. 60
No 100
No. 140
No. 200
Pan
150.0
100.0
75.0
63.0
50.0
37.5
25.0
19.00
12.50
9.50
4.75
2.36
2.000
1.180
0.850
0.600
0.425
0.300
0.250
0.150
0.106
0.075
-
0.0
0.0
0.1
1.6
7.2
34.6
73.4
163.9
38.3
42.8
0
0
0.0
0.4
2.0
9.6
20.3
45.3
10.6
11.8
MC
Gravel
Sand
Fine
22%
0%
88%
12%
Cumulative
Retained (%)
Percent passing
(%)
0
0
0
0
2
12
32
78
88
100.0
100
100
100
100
98
88
68
22
12
0.0
-
Compliance
Remarks
Minimum
Maximum
-
-
Passing %
Percent Passing
100
90
80
70
60
50
40
30
20
10
0
1.00E-02
D60
D30
D10
Minimum Limit
Maximum Limit
Sieve No. 30
D10, Extrapolation
Sieve No. 40
1.00E-01
1.00E+00 Sieve Size (mm)
1.00E+01
1.00E+02
Prepared By
Reviewed By
Approved By
Norjehan Batua
Data Encoder
Mohammed Tokhi
Materials Engineer
M. Johor
Area Manager
-
ACTS Serial No:
2047176
Date:
28-Jul-21
page 2 of 2
STANDARD PRACTICE REPORT
Classification of Soils and Soil-Aggregate Mixtures for Engineering Purposes
(Unified Soil Classification System) and Highway Construction Purposes
ASTM D2487-11 and ASTM D3282-15
Jeddah South Container Terminal Upgrade
Saudi Archirodon Ltd.
ACTS GEOTECHNICAL
ACTS Jeddah Main Branch
PROJECT:
CONTRACTOR:
CONSULTANT:
CUSTOMER:
TESTED AT:
ADDITIONAL INFORMATION
ASTM D2216-10
ASTM D422 - (2007) e2
Methodology used to specify how data are recorded:
Description of Sand and Gravel Particles, Hardness
-
Specific Gravity if Unusually high or low:
-
Description of Sand and Gravel Particles, Shape
Method Used
Method A (1%)
More than one Material Type, if any.
-
Drying Temperature if different from 110±5°C
Material (size and amount) was excluded
from the test specimen.
ASTM D1140-17
Mass Less than the minimum indicated, if any:
-
ASTM C117 - 17
Date of Test:
-
Name of technician performing the test:
-
Date of Test:
-
Method Used:
Method A - Soaked in Water
Method of Procedure Used
-
Length of Time the specimen was soaked, mins
-
-
-
Sieve
Gravel
0%
% Passing
% Fraction
Passing
D60, mm
0.215
Cu
3.08
Cc
1.00
Sand
Fine
# 40
-
-
D30, mm
0.123
88%
12%
# 30
-
-
D10, mm
0.070
ASTM
D4318-17
LL
1st Test
PL
N.P.
N.P.
PI
ASTM
D4318-17
LL
PL
PI
N.P.
2nd Test, Oven Dried
for Organic
-
-
-
CL-ML, Lower Limit
CL-ML, Upper Limit
PI-LL Limit
A-LINE
LL-50
U-LINE
Point PI-LL
Soil Classification :
ASTM D 2487
Poorly Graded Sand with Silt (SP-SM)
ASTM D 3282
A-2-4(0)
Silty or Clayey Gravel and Sand
(AASHTO M145-3)
Remark(s): As per ASTM D2487 − 17 Note 9, It may be necessary to extrapolate the curve to obtain the D10 diameter.
The sample will be disposed after one week of this report date unless the client requests for extension of storage or retrieval.
This document shall not be reproduced except in full, without written approval of ACTS company.
The above results relate only to the sample(s) tested and should not be used for advertisement purposes.
Prepared By
Reviewed By
Approved By
Norjehan Batua
Data Encoder
Mohammed Tokhi
Materials Engineer
M. Johor
Area Manager
ACTS Serial No.
Reporting Date
2047132
28-Jul-21
TEST REPORT
LIQUID LIMIT, PLASTIC LIMIT & PLASTICITY INDEX OF SOILS
ASTM D4318-17
PROJECT :
Jeddah South Container Terminal Upgrade
CONTRACTOR :
Saudi Archirodon Ltd.
CONSULTANT:
-
CUSTOMER:
ACTS GEOTECHNICAL
TESTED AT:
ACTS Jeddah Main Branch
T.W.O No:
ACTS-2141416
Customer Reference:
-
ACTS Reference:
JUL2125250172
IR / WIR / RFI Number:
-
Sampling Date:
Special Specimen Selection
Process Used(if any):
Method of removing particles larger than the 425-μm (No. 40) sieve:
Specimen Preparation Used:
Wet
Drying Method Used (During Preparation of
Specimen):
Exposing to warm air currents
17-Jul-21
Testing Date:
Description of
Sample
25-Jul-21
Approximate Max
Grain Size, mm:
9.5
Est. Sample Retained on
425µm, %:
12
As received Water
Content, %:
Methodology used to specify how data are
recorded on the test data:
22
Sample Type:
Soil
Sample Located by:
Customer
Sample Collected / Extracted by:
ACTS
Type of Soil (according to specification):
-
Name of Supplier / Source:
-
Reference / Specification:
-
Boring Number and Depth:
LBH-205 (45.50-46.00)
-
Name or Initials of the person(s)who
prepared and tested the samples:
-
Sampling Method Used:
Sample Location, Description, Ident. and
other required info. :
LBH-205- S5
Test
ASTM D6026
-
Liquid Limit Method A (Multipoint Method)
Plastic Limit
Mechanical Liquid Limit Device
Metal Grooving Tool
Hand Rolled(Plastic Limit Rolling Procedure 1)
Testing Equipment Used
No. of blows, N
-
-
-
---
---
---
Container Ref.
1
2
3
-
A
B
(A) Mass of Container (g)
-
-
-
-
-
-
(B) Mass of wet soil + Container (g)
-
-
-
-
-
-
(C) Mass of dry soil + Container (g)
-
-
-
-
-
-
Moisture content %
-
-
-
-
-
-
Plastic (PL) =
Limits
Liquid (LL) =
NP
Plasticity Index (PI)
PI = (LL - PL) =
NP
NP
Liquid Limit Chart
1.0
Requirements /
Limits
Remarks
LL
NP
-
-
PL
NP
-
-
PI
NP
-
-
0.9
Moisture Content
Test Result
0.8
0.7
0.6
NONPLASTIC
0.5
0.4
0.3
0.2
0.1
0.0
10
25
No. of Blows/Drops, N
The sample will be disposed after one week of this report date unless the client requests for extension of storage or retrieval.
This document shall not be reproduced except in full, without written approval of ACTS company.
The above results relate only to the sample(s) tested and should not be used for advertisement purposes.
Prepared By
Reviewed By
Approved By
Norjehan Batua
Data Encoder
Mohammed Tokhi
Materials Engineer
M. Johor
Area Manager
100
Serial No.
Date
Page
2047133
28-Jul-2021
1 of 1
TEST REPORT
SPECIFIC GRAVITY OF SOIL SOLIDS BY WATER PYCNOMETER
(ASTM D-854)
:
:
:
:
:
Project
Contractor
Consultant
Client
Tested At
Jeddah South Container Terminal Upgrade
Saudi Archirodon Ltd.
ACTS GEOTECHNICAL
ACTS Jeddah Main Branch
TWO No.
ACTS-2141416
Sampled By
Sample Received on :
ACTS
17-Jul-2021
Sample Tested on:
26-Jul-2021
Sample type:
Soil
Sample Reference:
LBH-205- S5
Sample Depth:
45.50-46.00
ACTS Reference:
JUL2125250173
Retained 4.75 mm (%)
0.0
Weight of Dry Aggregate (g)
-
Weight of aggregate in Water (g)
-
Passing 4.75 mm (%)
100.0
Weight of Pycnometer + Soil +
Water (g)
370.01
Weight of Pycnometer + Water (g)
337.76
Weight of Dry Soil (g)
51.3
23.0
Temperature (T oC)
-
Temperature (T oC)
Temperature Coefficient (K)
-
Temperature Coefficient (K)
Apparent Specific Gravity at Test
Temperature
-
Specific Gravity at Test
Temperature
2.693
Apparent Specific Gravity at 20 oC
-
Specific Gravity at 20 oC
2.691
Specific Gravity
-
0.99933
Prepared by
Checked by
Approved By
Norjehan Batua
Data Encoder
Mohammed Tokhi
Materials Engineer
M. Johor
Area Manager
ACTS Serial No.:
2047134
Reporting Date:
28-Jul-21
TEST REPORT
Laboratory Determination of Water (Moisture) Content of Soil and Rock by Mass
ASTM D2216 − 19
Jeddah South Container Terminal Upgrade
Saudi Archirodon Ltd.
ACTS GEOTECHNICAL
ACTS Jeddah Main Branch
Project:
Contractor:
Consultant:
Customer:
Tested at:
TWO No.:
ACTS-2141416
Drill Hole/Bore Hole Number:
-
Customer Reference:
-
Sampling Method Used:
-
IR / WIR / RFI / Number:
-
Test Method Used:
Method A (1%)
ACTS Reference:
JUL2125250174
Mention if Test Specimen contains more
than one material type (layered, etc.):
-
Sampling Date:
17-Jul-21
Mention if Any Material (size and amount)
was excluded from the Test Specimen:
-
Testing Date:
Sample Located by:
Drying Temperature if different from 110±
5°C., °C:
-
Sample Collected / Extracted by:
24-Jul-21
ACTS
Sample Type:
Soil
Source of Sample:
-
Sample Location, Identification and other
required information:
LBH-205- S6 (59.00-59.50)
Name or Initial of Person(s) who
performed the test:
Methodology used for significant digits and
rounding off numbers:
Mcms, Mass of Container and Moist Specimen,
g
622.0
Mcds, Mass of Container and Oven Dry
Specimen, g
540.7
Mc, Mass of Container, g
114.7
Mw, Mass of Water, g
81.3
Ms, Mass of Oven Dry Specimen, g
426.0
w, Water Content, %
19.0
-
-
Remark(s):
The sample will be disposed after one week of this report date unless the client requests for extension of storage or retrieval.
This document shall not be reproduced except in full, without written approval of ACTS company.
The above results relate only to the sample(s) tested and should not be used for advertisement purposes.
Prepared By
Reviewed By
Approved By
Norjehan Batua
Data Encoder
Mohammed Tokhi
Materials Engineer
M. Johor
Area Manager
ACTS Serial No:
2047177
Reporting Date:
28-Jul-21
page 1 of 2
STANDARD PRACTICE REPORT
Classification of Soils and Soil-Aggregate Mixtures for Engineering Purposes
(Unified Soil Classification System) and Highway Construction Purposes
ASTM D2487-11 and ASTM D3282-15
Jeddah South Container Terminal Upgrade
Saudi Archirodon Ltd.
ACTS GEOTECHNICAL
ACTS Jeddah Main Branch
ACTS-2141416
TWO No.:
Task Order No.
17-Jul-21
Sample Received on :
25-Jul-21
Sample Tested on :
Soil
Sample Type :
ACTS
Sampled by :
PROJECT:
CONTRACTOR:
CONSULTANT:
CUSTOMER:
TESTED AT:
IR / WIR / RFI No.:
-
ACTS Reference:
JUL2125250175
Sample Location, Identification,
Description:
LBH-205- S6 (59.00-59.50)
Presence of Cobbles or/and Boulders:
Standard Test Methods
Used
-
ASTM D1140-17
ASTM D2216-10, Method A
ASTM D4318-17
ASTM D6913
-
426.0
Mass of the Tested Sample
Source/Supplier:
Project Specification:
g
Sieve No.
Sieve Opening,
mm
Retained Mass Retained Mass
(g)
(%)
6 in.
4 in.
3 in.
2 1/2 in.
2 in.
1 1/2 in.
1 in.
3/4 in.
1/2 in.
3/8 in.
No. 4
No. 8
No. 10
No. 16
No. 20
No. 30
No. 40
No. 50
No. 60
No 100
No. 140
No. 200
Pan
150.0
100.0
75.0
63.0
50.0
37.5
25.0
19.00
12.50
9.50
4.75
2.36
2.000
1.180
0.850
0.600
0.425
0.300
0.250
0.150
0.106
0.075
-
0.0
0.0
0.0
0.1
0.5
1.1
3.8
2.1
418.4
0
0.0
0.0
0.0
0.1
0.3
0.9
0.5
98.2
MC
Gravel
Sand
Fine
19%
0%
2%
98%
Cumulative
Retained (%)
Percent passing
(%)
0
0
0
0
0
0
1
2
100.0
100
100
100
100
100
100
99
98
0.0
-
Compliance
Remarks
Minimum
Maximum
-
-
Passing %
Percent Passing
100
90
80
70
60
50
40
30
20
10
0
1.00E-02
D60
D30
D10
Minimum Limit
Maximum Limit
Sieve No. 30
D10, Extrapolation
Sieve No. 40
1.00E-01
1.00E+00 Sieve Size (mm)
1.00E+01
1.00E+02
Prepared By
Reviewed By
Approved By
Norjehan Batua
Data Encoder
Mohammed Tokhi
Materials Engineer
M. Johor
Area Manager
-
ACTS Serial No:
2047177
Date:
28-Jul-21
page 2 of 2
STANDARD PRACTICE REPORT
Classification of Soils and Soil-Aggregate Mixtures for Engineering Purposes
(Unified Soil Classification System) and Highway Construction Purposes
ASTM D2487-11 and ASTM D3282-15
Jeddah South Container Terminal Upgrade
Saudi Archirodon Ltd.
ACTS GEOTECHNICAL
ACTS Jeddah Main Branch
PROJECT:
CONTRACTOR:
CONSULTANT:
CUSTOMER:
TESTED AT:
ADDITIONAL INFORMATION
ASTM D2216-10
ASTM D422 - (2007) e2
Methodology used to specify how data are recorded:
Description of Sand and Gravel Particles, Hardness
-
Specific Gravity if Unusually high or low:
-
Description of Sand and Gravel Particles, Shape
Method Used
Method A (1%)
More than one Material Type, if any.
-
Drying Temperature if different from 110±5°C
Material (size and amount) was excluded
from the test specimen.
ASTM D1140-17
Mass Less than the minimum indicated, if any:
-
ASTM C117 - 17
Date of Test:
-
Name of technician performing the test:
-
Date of Test:
-
Method Used:
Method A - Soaked in Water
Method of Procedure Used
-
Length of Time the specimen was soaked, mins
-
-
-
Sieve
Gravel
0%
% Passing
% Fraction
Passing
D60, mm
-
Cu
-
Cc
-
Sand
Fine
# 40
-
-
D30, mm
-
2%
98%
# 30
-
-
D10, mm
-
ASTM
D4318-17
LL
1st Test
PL
50
27
PI
ASTM
D4318-17
LL
PL
PI
23
2nd Test, Oven Dried
for Organic
-
-
-
CL-ML, Lower Limit
CL-ML, Upper Limit
PI-LL Limit
A-LINE
LL-50
U-LINE
Point PI-LL
Soil Classification :
ASTM D 2487
Fat Clay(CH)
ASTM D 3282
(AASHTO M145-3)
A-7-6(27)
Clayey Soils
Remark(s):
The sample will be disposed after one week of this report date unless the client requests for extension of storage or retrieval.
This document shall not be reproduced except in full, without written approval of ACTS company.
The above results relate only to the sample(s) tested and should not be used for advertisement purposes.
Prepared By
Reviewed By
Approved By
Norjehan Batua
Data Encoder
Mohammed Tokhi
Materials Engineer
M. Johor
Area Manager
ACTS Serial No.
Reporting Date
2047135
28-Jul-21
TEST REPORT
LIQUID LIMIT, PLASTIC LIMIT & PLASTICITY INDEX OF SOILS
ASTM D4318-17
PROJECT :
Jeddah South Container Terminal Upgrade
CONTRACTOR :
Saudi Archirodon Ltd.
CONSULTANT:
-
CUSTOMER:
ACTS GEOTECHNICAL
TESTED AT:
ACTS Jeddah Main Branch
T.W.O No:
ACTS-2141416
Customer Reference:
-
ACTS Reference:
JUL2125250176
IR / WIR / RFI Number:
-
Sampling Date:
Special Specimen Selection
Process Used(if any):
Method of removing particles larger than the 425-μm (No. 40) sieve:
Specimen Preparation Used:
Wet
Drying Method Used (During Preparation of
Specimen):
Exposing to warm air currents
17-Jul-21
Testing Date:
Description of
Sample
25-Jul-21
Approximate Max
Grain Size, mm:
2
Est. Sample Retained on
425µm, %:
0
As received Water
Content, %:
Methodology used to specify how data are
recorded on the test data:
19
Sample Type:
Soil
Sample Located by:
Customer
Sample Collected / Extracted by:
ACTS
Type of Soil (according to specification):
-
Name of Supplier / Source:
-
Reference / Specification:
-
Boring Number and Depth:
LBH-205 (59.00-59.50)
-
Name or Initials of the person(s)who
prepared and tested the samples:
-
Sampling Method Used:
Sample Location, Description, Ident. and
other required info. :
LBH-205- S6
Test
ASTM D6026
-
Liquid Limit Method A (Multipoint Method)
Plastic Limit
Mechanical Liquid Limit Device
Metal Grooving Tool
Hand Rolled(Plastic Limit Rolling Procedure 1)
Testing Equipment Used
No. of blows, N
33
26
17
---
---
Container Ref.
1
2
3
-
A
B
(A) Mass of Container (g)
37.02
31.95
45.70
-
37.13
36.88
(B) Mass of wet soil + Container (g)
48.68
48.22
62.64
-
47.24
46.37
(C) Mass of dry soil + Container (g)
44.86
42.83
56.94
-
45.11
44.37
Moisture content %
48.7
49.5
50.7
-
26.7
26.7
Plastic (PL) =
Limits
Liquid (LL) =
50
Plasticity Index (PI)
PI = (LL - PL) =
23
---
27
Liquid Limit Chart
51.0
Requirements /
Limits
Remarks
LL
50
-
-
PL
27
-
-
PI
23
-
-
50.5
Moisture Content
Test Result
50.0
49.5
49.0
48.5
48.0
10
25
No. of Blows/Drops, N
The sample will be disposed after one week of this report date unless the client requests for extension of storage or retrieval.
This document shall not be reproduced except in full, without written approval of ACTS company.
The above results relate only to the sample(s) tested and should not be used for advertisement purposes.
Prepared By
Reviewed By
Approved By
Norjehan Batua
Data Encoder
Mohammed Tokhi
Materials Engineer
M. Johor
Area Manager
100
Serial No.
Date:
Page :
7-Nov-7497
13-Jul-2021
1 of 1
TEST REPORT
POINT LOAD STRENGTH INDEX OF ROCK
(A.S.T.M. D 5731)
PROJECT :
Jeddah South Container Terminal Upgrade
CONTRACTOR :
Saudi Archirodon Ltd.
ENGINEER :
CUSTOMER :
ACTS GEOTECHNICAL
TESTED AT :
ACTS Jeddah Main Branch
TWO No :
Sample Received on :
Sample Type :
Sampled by :
Device used :
Sample moisture condition :
Sample Location :
Sample Tested on :
ACTS-2140912
7/Jul/2021
Rock
ACTS
Matest Digital Point load Tester ,Model # A125
As Received
LBH-206 - S1 - (18.00-18.30)
10/Jul/2021
Sample Ref.
LBH-206 - S1
-
-
-
-
Axial
-
-
-
-
Sample Moisture Content (%)
1.2
-
-
-
-
Sample width, W (mm)
Test type
62.8
-
-
-
-
Platen separation, D (mm)
40.1
-
-
-
-
Length/Diameter Ratio
0.639
-
-
-
-
3206.4
-
-
-
-
2
2
De (mm )
Equivalent diameter De,
56.6
-
-
-
-
1600.0
-
-
-
-
Uncorrected Point load index, Is (MPa)
0.50
-
-
-
-
Estimated uniaxial comp. strength, MPa
10.49
-
-
-
-
Size correction factor,F
1.058
-
-
-
-
Corrected point load index, Is(50) (MPa)
0.53
-
-
-
-
Failure load, P (N)
0.53
Average Corrected Point Load Index , Is(50) , MPa
Medium
Strength Classification
PREPARED BY
CHECKED BY
APPROVED BY
Norjehan Batua
Data Encoder
Mohammed Tokhi
Materials Engineer
M.Johor
Area Manager
ACTS Serial No.:
2044576
Reporting Date:
13-Jul-21
TEST REPORT
Laboratory Determination of Water (Moisture) Content of Soil and Rock by Mass
ASTM D2216 − 19
Jeddah South Container Terminal Upgrade
Saudi Archirodon Ltd.
ACTS GEOTECHNICAL
ACTS Jeddah Main Branch
Project:
Contractor:
Consultant:
Customer:
Tested at:
TWO No.:
ACTS-2140912
Drill Hole/Bore Hole Number:
-
Customer Reference:
-
Sampling Method Used:
-
IR / WIR / RFI / Number:
-
Test Method Used:
Method A (1%)
ACTS Reference:
JUL2111110705
Mention if Test Specimen contains more
than one material type (layered, etc.):
-
Sampling Date:
07-Jul-21
Mention if Any Material (size and amount)
was excluded from the Test Specimen:
-
Testing Date:
Sample Located by:
Drying Temperature if different from 110±
5°C., °C:
-
Sample Collected / Extracted by:
08-Jul-21
ACTS
Sample Type:
Soil
Source of Sample:
-
Sample Location, Identification and other
required information:
LBH-206 - S2 - (20.50-21.50)
Name or Initial of Person(s) who
performed the test:
Methodology used for significant digits and
rounding off numbers:
Mcms, Mass of Container and Moist Specimen,
g
1251.2
Mcds, Mass of Container and Oven Dry
Specimen, g
1249.5
Mc, Mass of Container, g
191.8
Mw, Mass of Water, g
Ms, Mass of Oven Dry Specimen, g
-
-
1.7
1057.7
0.0
w, Water Content, %
Remark(s):
The sample will be disposed after one week of this report date unless the client requests for extension of storage or retrieval.
This document shall not be reproduced except in full, without written approval of ACTS company.
The above results relate only to the sample(s) tested and should not be used for advertisement purposes.
Prepared By
Reviewed By
Approved By
Norjehan Batua
Data Encoder
Mohammed Tokhi
Materials Engineer
M. Johor
Area Manager
ACTS Serial No:
2044577
Reporting Date:
13-Jul-21
page 1 of 2
STANDARD PRACTICE REPORT
Classification of Soils and Soil-Aggregate Mixtures for Engineering Purposes
(Unified Soil Classification System) and Highway Construction Purposes
ASTM D2487-11 and ASTM D3282-15
Jeddah South Container Terminal Upgrade
Saudi Archirodon Ltd.
ACTS GEOTECHNICAL
ACTS Jeddah Main Branch
ACTS-2140912
TWO No.:
Task Order No.
07-Jul-21
Sample Received on :
08-Jul-21
Sample Tested on :
Soil
Sample Type :
ACTS
Sampled by :
PROJECT:
CONTRACTOR:
CONSULTANT:
CUSTOMER:
TESTED AT:
IR / WIR / RFI No.:
-
ACTS Reference:
JUL2111110706
Sample Location, Identification,
Description:
LBH-206 - S2 - (20.50-21.50)
Presence of Cobbles or/and Boulders:
Standard Test Methods
Used
-
ASTM D1140-17
ASTM D2216-10, Method A
ASTM D4318-17
ASTM D6913
-
1057.7
Mass of the Tested Sample
Source/Supplier:
Project Specification:
g
Sieve No.
Sieve Opening,
mm
Retained Mass Retained Mass
(g)
(%)
6 in.
4 in.
3 in.
2 1/2 in.
2 in.
1 1/2 in.
1 in.
3/4 in.
1/2 in.
3/8 in.
No. 4
No. 8
No. 10
No. 16
No. 20
No. 30
No. 40
No. 50
No. 60
No 100
No. 140
No. 200
Pan
150.0
100.0
75.0
63.0
50.0
37.5
25.0
19.00
12.50
9.50
4.75
2.36
2.000
1.180
0.850
0.600
0.425
0.300
0.250
0.150
0.106
0.075
-
0.0
0.0
588.1
327.8
140.4
0.0
0.1
1.3
MC
Gravel
Sand
Fine
0%
100%
-
0.1%
0
0
56
31
13
0
0.0
0.1
Cumulative
Retained (%)
Percent passing
(%)
0
0
56
87
100
100
99.9
100.0
100
100
44
13
0
0
0.1
0.0
-
Compliance
Remarks
Minimum
Maximum
-
-
Passing %
Percent Passing
100
90
80
70
60
50
40
30
20
10
0
1.00E-02
D60
D30
D10
Minimum Limit
Maximum Limit
Sieve No. 30
-
Sieve No. 40
1.00E-01
1.00E+00 Sieve Size (mm)
1.00E+01
1.00E+02
Prepared By
Reviewed By
Approved By
Norjehan Batua
Data Encoder
Mohammed Tokhi
Materials Engineer
M. Johor
Area Manager
-
ACTS Serial No:
2044577
Date:
13-Jul-21
page 2 of 2
STANDARD PRACTICE REPORT
Classification of Soils and Soil-Aggregate Mixtures for Engineering Purposes
(Unified Soil Classification System) and Highway Construction Purposes
ASTM D2487-11 and ASTM D3282-15
Jeddah South Container Terminal Upgrade
Saudi Archirodon Ltd.
ACTS GEOTECHNICAL
ACTS Jeddah Main Branch
PROJECT:
CONTRACTOR:
CONSULTANT:
CUSTOMER:
TESTED AT:
ADDITIONAL INFORMATION
ASTM D2216-10
ASTM D422 - (2007) e2
Methodology used to specify how data are recorded:
Description of Sand and Gravel Particles, Hardness
-
Specific Gravity if Unusually high or low:
-
Description of Sand and Gravel Particles, Shape
Method Used
Method A (1%)
More than one Material Type, if any.
-
Drying Temperature if different from 110±5°C
Material (size and amount) was excluded
from the test specimen.
ASTM D1140-17
Mass Less than the minimum indicated, if any:
-
ASTM C117 - 17
Date of Test:
-
Name of technician performing the test:
-
Date of Test:
-
Method Used:
-
Method of Procedure Used
-
Length of Time the specimen was soaked, mins
-
-
-
Sieve
Gravel
% Passing
% Fraction
Passing
D60, mm
28.071
Cu
1.73
Cc
1.07
Sand
Fine
# 40
-
-
D30, mm
22.086
-
0.1%
# 30
-
-
D10, mm
16.191
100%
ASTM
D4318-17
1st Test
LL
PL
-
-
PI
ASTM
D4318-17
LL
PL
PI
-
2nd Test, Oven Dried
for Organic
-
-
-
CL-ML, Lower Limit
CL-ML, Upper Limit
PI-LL Limit
A-LINE
LL-50
U-LINE
Point PI-LL
ASTM D 2487
-
ASTM D 3282
(AASHTO M145-3)
-
Remarks:
The sample will be disposed after one week of this report date unless the client requests for extension of storage or retrieval.
This document shall not be reproduced except in full, without written approval of ACTS company.
The above results relate only to the sample(s) tested and should not be used for advertisement purposes.
Prepared By
Checked By
Reviewed By
Norjehan Batua
Data Encoder
Mohammed Tokhi
Materials Engineer
M. Johor
Area Manager
Serial No.
Date:
Page :
10-Nov-7497
13-Jul-2021
1 of 1
TEST REPORT
POINT LOAD STRENGTH INDEX OF ROCK
(A.S.T.M. D 5731)
PROJECT :
Jeddah South Container Terminal Upgrade
CONTRACTOR :
Saudi Archirodon Ltd.
ENGINEER :
CUSTOMER :
ACTS GEOTECHNICAL
TESTED AT :
ACTS Jeddah Main Branch
TWO No :
Sample Received on :
Sample Type :
Sampled by :
Device used :
Sample moisture condition :
Sample Location :
Sample Tested on :
ACTS-2140912
7/Jul/2021
Rock
ACTS
Matest Digital Point load Tester ,Model # A125
As Received
LBH-206 - S3 - (29.20-29.40)
10/Jul/2021
Sample Ref.
LBH-206 - S3
-
-
-
-
Axial
-
-
-
-
Sample Moisture Content (%)
0.1
-
-
-
-
Sample width, W (mm)
Test type
62.5
-
-
-
-
Platen separation, D (mm)
37.6
-
-
-
-
Length/Diameter Ratio
0.602
-
-
-
-
2992.1
-
-
-
-
2
2
De (mm )
Equivalent diameter De,
54.7
-
-
-
-
34600.0
-
-
-
-
Uncorrected Point load index, Is (MPa)
11.56
-
-
-
-
Estimated uniaxial comp. strength, MPa
237.98
-
-
-
-
Size correction factor,F
1.041
-
-
-
-
Corrected point load index, Is(50) (MPa)
12.04
-
-
-
-
Failure load, P (N)
12.04
Average Corrected Point Load Index , Is(50) , MPa
Extremely High
Strength Classification
PREPARED BY
CHECKED BY
APPROVED BY
Norjehan Batua
Data Encoder
Mohammed Tokhi
Materials Engineer
M.Johor
Area Manager
ACTS Serial No.:
2044579
Reporting Date:
13-Jul-21
TEST REPORT
Laboratory Determination of Water (Moisture) Content of Soil and Rock by Mass
ASTM D2216 − 19
Jeddah South Container Terminal Upgrade
Saudi Archirodon Ltd.
ACTS GEOTECHNICAL
ACTS Jeddah Main Branch
Project:
Contractor:
Consultant:
Customer:
Tested at:
TWO No.:
ACTS-2140912
Drill Hole/Bore Hole Number:
-
Customer Reference:
-
Sampling Method Used:
-
IR / WIR / RFI / Number:
-
Test Method Used:
Method A (1%)
ACTS Reference:
JUL2111110708
Mention if Test Specimen contains more
than one material type (layered, etc.):
-
Sampling Date:
07-Jul-21
Mention if Any Material (size and amount)
was excluded from the Test Specimen:
-
Testing Date:
Sample Located by:
Drying Temperature if different from 110±
5°C., °C:
-
Sample Collected / Extracted by:
08-Jul-21
ACTS
Sample Type:
Soil
Source of Sample:
-
Sample Location, Identification and other
required information:
LBH-206 - S4 - (45.00-45.50)
Name or Initial of Person(s) who
performed the test:
Methodology used for significant digits and
rounding off numbers:
Mcms, Mass of Container and Moist Specimen,
g
1544.0
Mcds, Mass of Container and Oven Dry
Specimen, g
1289.1
Mc, Mass of Container, g
298.3
Mw, Mass of Water, g
254.9
Ms, Mass of Oven Dry Specimen, g
990.8
w, Water Content, %
26.0
-
-
Remark(s):
The sample will be disposed after one week of this report date unless the client requests for extension of storage or retrieval.
This document shall not be reproduced except in full, without written approval of ACTS company.
The above results relate only to the sample(s) tested and should not be used for advertisement purposes.
Prepared By
Reviewed By
Approved By
Norjehan Batua
Data Encoder
Mohammed Tokhi
Materials Engineer
M. Johor
Area Manager
ACTS Serial No:
2044580
Reporting Date:
13-Jul-21
page 1 of 2
STANDARD PRACTICE REPORT
Classification of Soils and Soil-Aggregate Mixtures for Engineering Purposes
(Unified Soil Classification System) and Highway Construction Purposes
ASTM D2487-11 and ASTM D3282-15
Jeddah South Container Terminal Upgrade
Saudi Archirodon Ltd.
ACTS GEOTECHNICAL
ACTS Jeddah Main Branch
ACTS-2140912
TWO No.:
Task Order No.
07-Jul-21
Sample Received on :
08-Jul-21
Sample Tested on :
Soil
Sample Type :
ACTS
Sampled by :
PROJECT:
CONTRACTOR:
CONSULTANT:
CUSTOMER:
TESTED AT:
IR / WIR / RFI No.:
-
ACTS Reference:
JUL2111110709
Sample Location, Identification,
Description:
LBH-206 - S4 - (45.00-45.50)
Presence of Cobbles or/and Boulders:
Standard Test Methods
Used
-
ASTM D1140-17
ASTM D2216-10, Method A
ASTM D4318-17
ASTM D6913
519.5
Mass of the Tested Sample
Source/Supplier:
Project Specification:
g
Sieve No.
Sieve Opening,
mm
Retained Mass Retained Mass
(g)
(%)
6 in.
4 in.
3 in.
2 1/2 in.
2 in.
1 1/2 in.
1 in.
3/4 in.
1/2 in.
3/8 in.
No. 4
No. 8
No. 10
No. 16
No. 20
No. 30
No. 40
No. 50
No. 60
No 100
No. 140
No. 200
Pan
150.0
100.0
75.0
63.0
50.0
37.5
25.0
19.00
12.50
9.50
4.75
2.36
2.000
1.180
0.850
0.600
0.425
0.300
0.250
0.150
0.106
0.075
-
0.0
0.0
24.9
10.9
15.5
8.2
4.8
2
2.2
5.6
5.6
439.8
0
0
5
2
3
2
1
0
0
1
1
84.7
MC
Gravel
Sand
Fine
26%
10%
5%
85%
Cumulative
Retained (%)
Percent passing
(%)
0
0
5
7
10
11
12
13
13
14
15
100.0
100
100
95
93
90
89
88
87
87
86
85
0.0
-
Compliance
Remarks
Minimum
Maximum
-
-
Passing %
Percent Passing
100
90
80
70
60
50
40
30
20
10
0
1.00E-02
D60
D30
D10
Minimum Limit
Maximum Limit
Sieve No. 30
D10, Extrapolation
Sieve No. 40
1.00E-01
1.00E+00 Sieve Size (mm)
1.00E+01
1.00E+02
Prepared By
Reviewed By
Approved By
Norjehan Batua
Data Encoder
Mohammed Tokhi
Materials Engineer
M. Johor
Area Manager
-
ACTS Serial No:
2044580
Date:
13-Jul-21
page 2 of 2
STANDARD PRACTICE REPORT
Classification of Soils and Soil-Aggregate Mixtures for Engineering Purposes
(Unified Soil Classification System) and Highway Construction Purposes
ASTM D2487-11 and ASTM D3282-15
Jeddah South Container Terminal Upgrade
Saudi Archirodon Ltd.
ACTS GEOTECHNICAL
ACTS Jeddah Main Branch
PROJECT:
CONTRACTOR:
CONSULTANT:
CUSTOMER:
TESTED AT:
ADDITIONAL INFORMATION
ASTM D2216-10
ASTM D422 - (2007) e2
Methodology used to specify how data are recorded:
Description of Sand and Gravel Particles, Hardness
-
Specific Gravity if Unusually high or low:
-
Description of Sand and Gravel Particles, Shape
Method Used
Method A (1%)
More than one Material Type, if any.
-
Drying Temperature if different from 110±5°C
Material (size and amount) was excluded
from the test specimen.
ASTM D1140-17
Mass Less than the minimum indicated, if any:
-
ASTM C117 - 17
Date of Test:
-
Name of technician performing the test:
-
Date of Test:
-
Method Used:
Method A - Soaked in Water
Method of Procedure Used
-
Length of Time the specimen was soaked, mins
-
-
-
Sieve
Gravel
10%
% Passing
% Fraction
Passing
D60, mm
-
Cu
-
Cc
-
Sand
Fine
# 40
-
-
D30, mm
-
5%
85%
# 30
-
-
D10, mm
-
ASTM
D4318-17
LL
1st Test
PL
55
27
PI
ASTM
D4318-17
LL
PL
PI
28
2nd Test, Oven Dried
for Organic
-
-
-
CL-ML, Lower Limit
CL-ML, Upper Limit
PI-LL Limit
A-LINE
LL-50
U-LINE
Point PI-LL
Soil Classification :
ASTM D 2487
Fat Clay with Gravel(CH)
ASTM D 3282
A-7-6(26)
Clayey Soils
(AASHTO M145-3)
Remarks: Mass of test specimen for Moisture Content is lesser than the minimum required mass indicated in ASTM D2216-10 Table 1.
The sample will be disposed after one week of this report date unless the client requests for extension of storage or retrieval.
This document shall not be reproduced except in full, without written approval of ACTS company.
The above results relate only to the sample(s) tested and should not be used for advertisement purposes.
Prepared By
Checked By
Reviewed By
Norjehan Batua
Data Encoder
Mohammed Tokhi
Materials Engineer
M. Johor
Area Manager
ACTS Serial No.
Reporting Date
2044581
13-Jul-21
TEST REPORT
LIQUID LIMIT, PLASTIC LIMIT & PLASTICITY INDEX OF SOILS
ASTM D4318-17
PROJECT :
Jeddah South Container Terminal Upgrade
CONTRACTOR :
Saudi Archirodon Ltd.
CONSULTANT:
-
CUSTOMER:
ACTS GEOTECHNICAL
TESTED AT:
ACTS Jeddah Main Branch
T.W.O No:
ACTS-2140912
Customer Reference:
-
ACTS Reference:
JUL2111110710
IR / WIR / RFI Number:
-
Sampling Date:
Special Specimen Selection
Process Used(if any):
Method of removing particles larger than the 425-μm (No. 40) sieve:
Specimen Preparation Used:
Wet
Drying Method Used (During Preparation of
Specimen):
Exposing to warm air currents
07-Jul-21
Testing Date:
Description of
Sample
08-Jul-21
Approximate Max
Grain Size, mm:
25
Est. Sample Retained on
425µm, %:
13
As received Water
Content, %:
Methodology used to specify how data are
recorded on the test data:
26
Sample Type:
Soil
Sample Located by:
Customer
Sample Collected / Extracted by:
ACTS
Type of Soil (according to specification):
-
Name of Supplier / Source:
-
Reference / Specification:
-
Boring Number and Depth:
LBH-206 (45.00-45.50)
-
Name or Initials of the person(s)who
prepared and tested the samples:
-
Sampling Method Used:
Sample Location, Description, Ident. and
other required info. :
LBH-206 - S4
Test
ASTM D6026
-
Liquid Limit Method A (Multipoint Method)
Plastic Limit
Mechanical Liquid Limit Device
Metal Grooving Tool
Hand Rolled(Plastic Limit Rolling Procedure 1)
Testing Equipment Used
No. of blows, N
33
27
19
---
---
Container Ref.
1
2
3
-
A
B
(A) Mass of Container (g)
41.11
43.67
34.32
-
37.18
36.87
(B) Mass of wet soil + Container (g)
55.62
55.98
48.27
-
46.28
45.67
(C) Mass of dry soil + Container (g)
50.88
51.60
43.11
-
44.34
43.82
Moisture content %
48.5
55.2
58.7
-
27.1
26.6
Plastic (PL) =
Limits
Liquid (LL) =
55
Plasticity Index (PI)
PI = (LL - PL) =
28
---
27
Liquid Limit Chart
70.0
Requirements /
Limits
Remarks
LL
55
-
-
PL
27
-
-
PI
28
-
-
60.0
Moisture Content
Test Result
50.0
40.0
30.0
20.0
10.0
0.0
10
25
No. of Blows/Drops, N
The sample will be disposed after one week of this report date unless the client requests for extension of storage or retrieval.
This document shall not be reproduced except in full, without written approval of ACTS company.
The above results relate only to the sample(s) tested and should not be used for advertisement purposes.
Prepared By
Reviewed By
Approved By
Norjehan Batua
Data Encoder
Mohammed Tokhi
Materials Engineer
M. Johor
Area Manager
100
Serial No.
Date
Page
2044582
13-Jul-2021
1 of 1
TEST REPORT
SPECIFIC GRAVITY OF SOIL SOLIDS BY WATER PYCNOMETER
(ASTM D-854)
:
:
:
:
:
Project
Contractor
Consultant
Client
Tested At
Jeddah South Container Terminal Upgrade
Saudi Archirodon Ltd.
ACTS GEOTECHNICAL
ACTS Jeddah Main Branch
TWO No.
ACTS-2140912
Sampled By
Sample Received on :
ACTS
7-Jul-2021
Sample Tested on:
8-Jul-2021
Sample type:
Soil
Sample Reference:
LBH-206 - S4
Sample Depth:
45.00-45.50
ACTS Reference:
JUL2111110711
Retained 4.75 mm (%)
10.0
Weight of Dry Aggregate (g)
-
Weight of aggregate in Water (g)
-
Passing 4.75 mm (%)
90.0
Weight of Pycnometer + Soil +
Water (g)
367.40
Weight of Pycnometer + Water (g)
334.89
Weight of Dry Soil (g)
51.1
24.1
Temperature (T oC)
-
Temperature (T oC)
Temperature Coefficient (K)
-
Temperature Coefficient (K)
Apparent Specific Gravity at Test
Temperature
-
Specific Gravity at Test
Temperature
2.749
Apparent Specific Gravity at 20 oC
-
Specific Gravity at 20 oC
2.746
Specific Gravity
-
0.99907
Prepared by
Checked by
Approved By
Norjehan Batua
Data Encoder
Mohammed Tokhi
Materials Engineer
M. Johor
Area Manager
Serial No.
Date:
Page:
2044583
13-Jul-2021
1 of 1
TEST REPORT
CHEMICAL ANALYSIS OF SOIL
PROJECT :
Jeddah South Container Terminal Upgrade
CONTRACTOR :
Saudi Archirodon Ltd.
ENGINEER :
-
CUSTOMER :
TESTED AT :
ACTS GEOTECHNICAL
TWO No. :
ACTS-2140912
ACTS Ref. :
JUL2111110712
Sampled By:
ACTS
Sample Reference :
LBH-206
Sample Depth :
50.50-51.00
Sample Type :
Soil
Sample Received on :
7-Jul-2021
Sample Tested on :
12-Jul-2021
Advanced Construction Technology Services, Jeddah, KSA
Test
Test Method
Result
Units
Chloride (Cl)
-
0.02
%
Sulfate (SO3)
BS 1377-3
0.048
%
pH 0.01 M CaCL2
ASTM D4972
7.2
-
pH distilled water
ASTM D4972
7.5
-
Carbonate content
BS 1377-3
-
-
Prepared By
Checked By
Approved By
Norjehan Batua
Data Encoder
Mohammed Tokhi
Materials Engineer
M.Johor
Area Manager
Serial No.
Date:
Page :
17-Oct-7487
30-Jun-2021
1 of 1
TEST REPORT
POINT LOAD STRENGTH INDEX OF ROCK
(A.S.T.M. D 5731)
PROJECT :
Jeddah South Container Terminal Upgrade
CONTRACTOR :
Saudi Archirodon Ltd.
ENGINEER :
CUSTOMER :
ACTS GEOTECHNICAL
TESTED AT :
ACTS Jeddah Main Branch
TWO No :
Sample Received on :
Sample Type :
Sampled by :
Device used :
Sample moisture condition :
Sample Location :
Sample Tested on :
ACTS-2139800
23/Jun/2021
Rock
ACTS
Matest Digital Point load Tester ,Model # A125
As Received
LBH-207 - S1 (17.20-17.50)
26/Jun/2021
Sample Ref.
LBH-207 - S1
-
-
-
-
Axial
-
-
-
-
Sample Moisture Content (%)
0.1
-
-
-
-
Sample width, W (mm)
Test type
82.9
-
-
-
-
Platen separation, D (mm)
48.1
-
-
-
-
Length/Diameter Ratio
0.580
-
-
-
-
5077.0
-
-
-
-
2
2
De (mm )
Equivalent diameter De,
71.3
-
-
-
-
81840.0
-
-
-
-
Uncorrected Point load index, Is (MPa)
16.12
-
-
-
-
Estimated uniaxial comp. strength, MPa
361.36
-
-
-
-
Size correction factor,F
1.173
-
-
-
-
Corrected point load index, Is(50) (MPa)
18.91
-
-
-
-
Failure load, P (N)
18.91
Average Corrected Point Load Index , Is(50) , MPa
Extremely High
Strength Classification
PREPARED BY
CHECKED BY
APPROVED BY
Norjehan Batua
Data Encoder
Ahmad Hoblos
Materials Engineer
M.Johor
Area Manager
Serial No.
Date:
Page:
2040902
30-Jun-2021
1 of 1
TEST REPORT
CHEMICAL ANALYSIS OF SOIL
PROJECT :
Jeddah South Container Terminal Upgrade
CONTRACTOR :
Saudi Archirodon Ltd.
ENGINEER :
-
CUSTOMER :
TESTED AT :
ACTS GEOTECHNICAL
TWO No. :
ACTS-2139800
ACTS Ref. :
JUN2124240204
Sampled By:
ACTS
Sample Reference :
LBH - 207 Rock
Sample Depth :
17.20-17.50
Sample Type :
Soil
Sample Received on :
23-Jun-2021
Sample Tested on :
28-Jun-2021
Advanced Construction Technology Services, Jeddah, KSA
Test
Test Method
Result
Units
Chloride (Cl)
-
0.003
%
Sulfate (SO3)
BS 1377-3
0.007
%
pH 0.01 M CaCL2
ASTM D4972
9.4
-
pH distilled water
ASTM D4972
9.9
-
Carbonate content
BS 1377-3
2.1
%
Prepared By
Checked By
Approved By
Joshua Pascua
Data Encoder
Ahmad Hoblos
Materials Engineer
M.Johor
Area Manager
ACTS Serial No:
2040903
Reporting Date:
30-Jun-21
page 1 of 2
STANDARD PRACTICE REPORT
Classification of Soils and Soil-Aggregate Mixtures for Engineering Purposes
(Unified Soil Classification System) and Highway Construction Purposes
ASTM D2487-11 and ASTM D3282-15
Jeddah South Container Terminal Upgrade
Saudi Archirodon Ltd.
ACTS GEOTECHNICAL
ACTS Jeddah Main Branch
ACTS-2139800
TWO No.:
Task Order No.
23-Jun-21
Sample Received on :
24-Jun-21
Sample Tested on :
Soil
Sample Type :
ACTS
Sampled by :
PROJECT:
CONTRACTOR:
CONSULTANT:
CUSTOMER:
TESTED AT:
IR / WIR / RFI No.:
-
ACTS Reference:
JUN2124240205
Sample Location, Identification,
Description:
LBH-207 - S2 (17.50-19.00)
Presence of Cobbles or/and Boulders:
Standard Test Methods
Used
-
ASTM D6913
ASTM D1140-17
ASTM D2216-10, Method A
ASTM D4318-17
-
597.0
Mass of the Tested Sample
Source/Supplier:
Project Specification:
g
Sieve No.
Sieve Opening,
mm
Retained Mass Retained Mass
(g)
(%)
6 in.
4 in.
3 in.
2 1/2 in.
2 in.
1 1/2 in.
1 in.
3/4 in.
1/2 in.
3/8 in.
No. 4
No. 8
No. 10
No. 16
No. 20
No. 30
No. 40
No. 50
No. 60
No 100
No. 140
No. 200
Pan
150.0
100.0
75.0
63.0
50.0
37.5
25.0
19.00
12.50
9.50
4.75
2.36
2.000
1.180
0.850
0.600
0.425
0.300
0.250
0.150
0.106
0.075
-
0.0
0.0
2.6
2.7
24.0
106.6
203.4
162.2
18.8
76.7
0
0
0
0
4
18
34
27
3
12.8
MC
Gravel
Sand
Fine
27%
0%
87%
13%
Cumulative
Retained (%)
Percent passing
(%)
0
0
0
1
5
23
57
84
87
100.0
100
100
100
99
95
77
43
16
13
0.0
-
Compliance
Remarks
Minimum
Maximum
-
-
Passing %
Percent Passing
100
90
80
70
60
50
40
30
20
10
0
1.00E-02
D60
D30
D10
Minimum Limit
Maximum Limit
Sieve No. 30
D10, Extrapolation
Sieve No. 40
1.00E-01
1.00E+00 Sieve Size (mm)
1.00E+01
1.00E+02
Prepared By
Reviewed By
Approved By
Norjehan Batua
Data Encoder
Ahmad Hoblos
Materials Engineer
M. Johor
Area Manager
-
ACTS Serial No:
2040903
Date:
30-Jun-21
page 2 of 2
STANDARD PRACTICE REPORT
Classification of Soils and Soil-Aggregate Mixtures for Engineering Purposes
(Unified Soil Classification System) and Highway Construction Purposes
ASTM D2487-11 and ASTM D3282-15
Jeddah South Container Terminal Upgrade
Saudi Archirodon Ltd.
ACTS GEOTECHNICAL
ACTS Jeddah Main Branch
PROJECT:
CONTRACTOR:
CONSULTANT:
CUSTOMER:
TESTED AT:
ADDITIONAL INFORMATION
ASTM D2216-10
ASTM D422 - (2007) e2
Methodology used to specify how data are recorded:
Description of Sand and Gravel Particles, Hardness
-
Specific Gravity if Unusually high or low:
-
Description of Sand and Gravel Particles, Shape
Method Used
Method A (1%)
More than one Material Type, if any.
-
Drying Temperature if different from 110±5°C
Material (size and amount) was excluded
from the test specimen.
ASTM D1140-17
Mass Less than the minimum indicated, if any:
-
ASTM C117 - 17
Date of Test:
-
Name of technician performing the test:
-
Date of Test:
-
Method Used:
Method A - Soaked in Water
Method of Procedure Used
-
Length of Time the specimen was soaked, mins
-
-
-
Sieve
Gravel
0%
% Passing
% Fraction
Passing
D60, mm
0.326
Cu
-
Cc
-
Sand
Fine
# 40
-
-
D30, mm
0.165
87%
13%
# 30
-
-
D10, mm
-
ASTM
D4318-17
LL
1st Test
PL
N.P.
N.P.
PI
ASTM
D4318-17
LL
PL
PI
N.P.
2nd Test, Oven Dried
for Organic
-
-
-
CL-ML, Lower Limit
CL-ML, Upper Limit
PI-LL Limit
A-LINE
LL-50
U-LINE
Point PI-LL
Soil Classification :
ASTM D 2487
Silty Sand(SM)
ASTM D 3282
(AASHTO M145-3)
A-2-4(0)
Silty or Clayey Gravel and Sand
Remarks:
The sample will be disposed after one week of this report date unless the client requests for extension of storage or retrieval.
This document shall not be reproduced except in full, without written approval of ACTS company.
The above results relate only to the sample(s) tested and should not be used for advertisement purposes.
Prepared By
Checked By
Reviewed By
Norjehan Batua
Data Encoder
Ahmad Hoblos
Materials Engineer
M. Johor
Area Manager
ACTS Serial No.:
2040904
Reporting Date:
30-Jun-21
TEST REPORT
Laboratory Determination of Water (Moisture) Content of Soil and Rock by Mass
ASTM D2216 − 19
Jeddah South Container Terminal Upgrade
Saudi Archirodon Ltd.
ACTS GEOTECHNICAL
ACTS Jeddah Main Branch
Project:
Contractor:
Consultant:
Customer:
Tested at:
TWO No.:
ACTS-2139800
Drill Hole/Bore Hole Number:
-
Customer Reference:
-
Sampling Method Used:
-
IR / WIR / RFI / Number:
-
Test Method Used:
Method A (1%)
ACTS Reference:
JUN2124240206
Mention if Test Specimen contains more
than one material type (layered, etc.):
-
Sampling Date:
23-Jun-21
Mention if Any Material (size and amount)
was excluded from the Test Specimen:
-
Testing Date:
Sample Located by:
Drying Temperature if different from 110±
5°C., °C:
-
Sample Collected / Extracted by:
24-Jun-21
ACTS
Sample Type:
Soil
Source of Sample:
-
Sample Location, Identification and other
required information:
LBH-207 - S2 (17.50-19.00)
Name or Initial of Person(s) who
performed the test:
Methodology used for significant digits and
rounding off numbers:
Mcms, Mass of Container and Moist Specimen,
g
919.2
Mcds, Mass of Container and Oven Dry
Specimen, g
758.2
Mc, Mass of Container, g
161.2
Mw, Mass of Water, g
161.0
Ms, Mass of Oven Dry Specimen, g
597.0
w, Water Content, %
27.0
-
-
Remark(s):
Mass of test specimen for Moisture Content is lesser than the minimum required mass indicated in ASTM D2216-19 Table 1.
The sample will be disposed after one week of this report date unless the client requests for extension of storage or retrieval.
This document shall not be reproduced except in full, without written approval of ACTS company.
The above results relate only to the sample(s) tested and should not be used for advertisement purposes.
Prepared By
Reviewed By
Approved By
Norjehan Batua
Data Encoder
Ahmad Hoblos
Materials Engineer
M. Johor
Area Manager
ACTS Serial No.
Reporting Date
2040905
30-Jun-21
TEST REPORT
LIQUID LIMIT, PLASTIC LIMIT & PLASTICITY INDEX OF SOILS
ASTM D4318-17
PROJECT :
Jeddah South Container Terminal Upgrade
CONTRACTOR :
Saudi Archirodon Ltd.
CONSULTANT:
-
CUSTOMER:
ACTS GEOTECHNICAL
TESTED AT:
ACTS Jeddah Main Branch
T.W.O No:
ACTS-2139800
Customer Reference:
-
ACTS Reference:
JUN2124240207
IR / WIR / RFI Number:
-
Sampling Date:
Special Specimen Selection
Process Used(if any):
Method of removing particles larger than the 425-μm (No. 40) sieve:
Specimen Preparation Used:
Wet
Drying Method Used (During Preparation of
Specimen):
Exposing to warm air currents
23-Jun-21
Testing Date:
Description of
Sample
23-Jun-21
Approximate Max
Grain Size, mm:
9.5
Est. Sample Retained on
425µm, %:
23
As received Water
Content, %:
Methodology used to specify how data are
recorded on the test data:
27
Sample Type:
Soil
Sample Located by:
Customer
Sample Collected / Extracted by:
ACTS
Type of Soil (according to specification):
-
Name of Supplier / Source:
-
Reference / Specification:
-
Boring Number and Depth:
LBH-207 (17.50-19.00)
-
Name or Initials of the person(s)who
prepared and tested the samples:
-
Sampling Method Used:
Sample Location, Description, Ident. and
other required info. :
LBH-207 - S2
Test
ASTM D6026
-
Liquid Limit Method A (Multipoint Method)
Plastic Limit
Mechanical Liquid Limit Device
Metal Grooving Tool
Hand Rolled(Plastic Limit Rolling Procedure 1)
Testing Equipment Used
No. of blows, N
-
-
-
---
---
---
Container Ref.
1
2
3
-
A
B
(A) Mass of Container (g)
-
-
-
-
-
-
(B) Mass of wet soil + Container (g)
-
-
-
-
-
-
(C) Mass of dry soil + Container (g)
-
-
-
-
-
-
Moisture content %
-
-
-
-
-
-
Plastic (PL) =
Limits
Liquid (LL) =
NP
Plasticity Index (PI)
PI = (LL - PL) =
NP
NP
Liquid Limit Chart
1.0
Requirements /
Limits
Remarks
LL
NP
-
-
PL
NP
-
-
PI
NP
-
-
0.9
Moisture Content
Test Result
0.8
0.7
0.6
NONPLASTIC
0.5
0.4
0.3
0.2
0.1
0.0
10
25
No. of Blows/Drops, N
The sample will be disposed after one week of this report date unless the client requests for extension of storage or retrieval.
This document shall not be reproduced except in full, without written approval of ACTS company.
The above results relate only to the sample(s) tested and should not be used for advertisement purposes.
Prepared By
Reviewed By
Approved By
Norjehan Batua
Data Encoder
Ahmad Hoblos
Materials Engineer
M. Johor
Area Manager
100
Serial No.
Date
Page
:
:
:
TEST REPORT
COMPRESSIVE STRENGTH AND ELASTIC MODULI
OF INTACT ROCK CORE SPECIMENS
ASTM D7012-Method C
PROJECT
CONTRACTOR
ENGINEER
CUSTOMER
TESTED AT
Jeddah South Container Terminal Upgrade
Saudi Archirodon Ltd.
:
:
:
:
:
TWO No.
Sample Received on
Sample Type
Sampled By
Tested On
Sample Reference
Sample Location
ACTS Ref No.
ACTS GEOTECHNICAL
ACTS Jeddah Main Branch
:
:
:
:
:
:
:
:
ACTS-2139800
23/Jun/2021
Rock
ACTS
26/Jun/2021
(21.70-22.00)
LBH-207 - S3
JUN2124240210
167.2
Sample height (mm)
Sample diameter (mm)
Length-diameter ratio
82.9
2.0
0.2
Moisture content (%)
448.9
Load
Compressive strength (MPa)
83.2
PREPARED BY
CHECKED BY
APPROVED BY
Norjehan Batua
Data Encoder
Ahmad Hoblos
Materials Engineer
M. Johor
Area Manager
2040906
30-Jun-2021
1 of 1
Serial No.
Date:
Page :
23-Oct-7487
30-Jun-2021
1 of 1
TEST REPORT
POINT LOAD STRENGTH INDEX OF ROCK
(A.S.T.M. D 5731)
PROJECT :
Jeddah South Container Terminal Upgrade
CONTRACTOR :
Saudi Archirodon Ltd.
ENGINEER :
CUSTOMER :
ACTS GEOTECHNICAL
TESTED AT :
ACTS Jeddah Main Branch
TWO No :
Sample Received on :
Sample Type :
Sampled by :
Device used :
Sample moisture condition :
Sample Location :
Sample Tested on :
ACTS-2139800
23/Jun/2021
Rock
ACTS
Matest Digital Point load Tester ,Model # A125
As Received
LBH-207 - S4 (30.00-30.30)
26/Jun/2021
Sample Ref.
LBH-207 - S4
-
-
-
-
Axial
-
-
-
-
Sample Moisture Content (%)
0.2
-
-
-
-
Sample width, W (mm)
Test type
82.9
-
-
-
-
Platen separation, D (mm)
49.9
-
-
-
-
Length/Diameter Ratio
0.602
-
-
-
-
5267.0
-
-
-
-
2
2
De (mm )
Equivalent diameter De,
72.6
-
-
-
-
86700.0
-
-
-
-
Uncorrected Point load index, Is (MPa)
16.46
-
-
-
-
Estimated uniaxial comp. strength, MPa
374.20
-
-
-
-
Size correction factor,F
1.183
-
-
-
-
Corrected point load index, Is(50) (MPa)
19.47
-
-
-
-
Failure load, P (N)
19.47
Average Corrected Point Load Index , Is(50) , MPa
Extremely High
Strength Classification
PREPARED BY
CHECKED BY
APPROVED BY
Norjehan Batua
Data Encoder
Ahmad Hoblos
Materials Engineer
M.Johor
Area Manager
ACTS Serial No:
2040908
Reporting Date:
30-Jun-21
page 1 of 2
STANDARD PRACTICE REPORT
Classification of Soils and Soil-Aggregate Mixtures for Engineering Purposes
(Unified Soil Classification System) and Highway Construction Purposes
ASTM D2487-11 and ASTM D3282-15
Jeddah South Container Terminal Upgrade
Saudi Archirodon Ltd.
ACTS GEOTECHNICAL
ACTS Jeddah Main Branch
ACTS-2139800
TWO No.:
Task Order No.
23-Jun-21
Sample Received on :
24-Jun-21
Sample Tested on :
Soil
Sample Type :
ACTS
Sampled by :
PROJECT:
CONTRACTOR:
CONSULTANT:
CUSTOMER:
TESTED AT:
IR / WIR / RFI No.:
-
ACTS Reference:
JUN2124240214
Sample Location, Identification,
Description:
LBH-207 - S5 (46.60-48.00)
Presence of Cobbles or/and Boulders:
Standard Test Methods
Used
-
ASTM D6913
ASTM D1140-17
ASTM D2216-10, Method A
ASTM D4318-17
-
656.7
Mass of the Tested Sample
Source/Supplier:
Project Specification:
g
Sieve No.
Sieve Opening,
mm
Retained Mass Retained Mass
(g)
(%)
6 in.
4 in.
3 in.
2 1/2 in.
2 in.
1 1/2 in.
1 in.
3/4 in.
1/2 in.
3/8 in.
No. 4
No. 8
No. 10
No. 16
No. 20
No. 30
No. 40
No. 50
No. 60
No 100
No. 140
No. 200
Pan
150.0
100.0
75.0
63.0
50.0
37.5
25.0
19.00
12.50
9.50
4.75
2.36
2.000
1.180
0.850
0.600
0.425
0.300
0.250
0.150
0.106
0.075
-
0.0
0.0
2.4
4.3
2.8
6.4
18.1
44.9
72.9
23.9
481.0
0
0
0
1
0
1
3
7
11
4
73.2
MC
Gravel
Sand
Fine
20%
1%
26%
73%
Cumulative
Retained (%)
Percent passing
(%)
0
0
0
1
1
2
5
12
23
27
100.0
100
100
100
99
99
98
95
88
77
73
0.0
-
Compliance
Remarks
Minimum
Maximum
-
-
Passing %
Percent Passing
100
90
80
70
60
50
40
30
20
10
0
1.00E-02
D60
D30
D10
Minimum Limit
Maximum Limit
Sieve No. 30
D10, Extrapolation
Sieve No. 40
1.00E-01
1.00E+00 Sieve Size (mm)
1.00E+01
1.00E+02
Prepared By
Reviewed By
Approved By
Norjehan Batua
Data Encoder
Ahmad Hoblos
Materials Engineer
M. Johor
Area Manager
-
ACTS Serial No:
2040908
Date:
30-Jun-21
page 2 of 2
STANDARD PRACTICE REPORT
Classification of Soils and Soil-Aggregate Mixtures for Engineering Purposes
(Unified Soil Classification System) and Highway Construction Purposes
ASTM D2487-11 and ASTM D3282-15
Jeddah South Container Terminal Upgrade
Saudi Archirodon Ltd.
ACTS GEOTECHNICAL
ACTS Jeddah Main Branch
PROJECT:
CONTRACTOR:
CONSULTANT:
CUSTOMER:
TESTED AT:
ADDITIONAL INFORMATION
ASTM D2216-10
ASTM D422 - (2007) e2
Methodology used to specify how data are recorded:
Description of Sand and Gravel Particles, Hardness
-
Specific Gravity if Unusually high or low:
-
Description of Sand and Gravel Particles, Shape
Method Used
Method A (1%)
More than one Material Type, if any.
-
Drying Temperature if different from 110±5°C
Material (size and amount) was excluded
from the test specimen.
ASTM D1140-17
Mass Less than the minimum indicated, if any:
-
ASTM C117 - 17
Date of Test:
-
Name of technician performing the test:
-
Date of Test:
-
Method Used:
Method A - Soaked in Water
Method of Procedure Used
-
Length of Time the specimen was soaked, mins
-
-
-
Sieve
Gravel
1%
% Passing
% Fraction
Passing
D60, mm
-
Cu
-
Cc
-
Sand
Fine
# 40
-
-
D30, mm
-
26%
73%
# 30
-
-
D10, mm
-
ASTM
D4318-17
LL
1st Test
PL
47
27
PI
ASTM
D4318-17
LL
PL
PI
20
2nd Test, Oven Dried
for Organic
-
-
-
CL-ML, Lower Limit
CL-ML, Upper Limit
PI-LL Limit
A-LINE
LL-50
U-LINE
Point PI-LL
Soil Classification :
ASTM D 2487
Lean Clay with Sand(CL)
ASTM D 3282
(AASHTO M145-3)
A-7-6(15)
Clayey Soils
Remarks:
The sample will be disposed after one week of this report date unless the client requests for extension of storage or retrieval.
This document shall not be reproduced except in full, without written approval of ACTS company.
The above results relate only to the sample(s) tested and should not be used for advertisement purposes.
Prepared By
Checked By
Reviewed By
Norjehan Batua
Data Encoder
Ahmad Hoblos
Materials Engineer
M. Johor
Area Manager
ACTS Serial No.:
2040909
Reporting Date:
30-Jun-21
TEST REPORT
Laboratory Determination of Water (Moisture) Content of Soil and Rock by Mass
ASTM D2216 − 19
Jeddah South Container Terminal Upgrade
Saudi Archirodon Ltd.
ACTS GEOTECHNICAL
ACTS Jeddah Main Branch
Project:
Contractor:
Consultant:
Customer:
Tested at:
TWO No.:
ACTS-2139800
Drill Hole/Bore Hole Number:
-
Customer Reference:
-
Sampling Method Used:
-
IR / WIR / RFI / Number:
-
Test Method Used:
Method A (1%)
ACTS Reference:
JUN2124240215
Mention if Test Specimen contains more
than one material type (layered, etc.):
-
Sampling Date:
23-Jun-21
Mention if Any Material (size and amount)
was excluded from the Test Specimen:
-
Testing Date:
Sample Located by:
Drying Temperature if different from 110±
5°C., °C:
-
Sample Collected / Extracted by:
24-Jun-21
ACTS
Sample Type:
Soil
Source of Sample:
-
Sample Location, Identification and other
required information:
LBH-207 - S5 (46.60-48.00)
Name or Initial of Person(s) who
performed the test:
Methodology used for significant digits and
rounding off numbers:
Mcms, Mass of Container and Moist Specimen,
g
1080.7
Mcds, Mass of Container and Oven Dry
Specimen, g
947.5
Mc, Mass of Container, g
290.8
Mw, Mass of Water, g
133.2
Ms, Mass of Oven Dry Specimen, g
656.7
w, Water Content, %
20.0
-
-
Remark(s):
Mass of test specimen for Moisture Content is lesser than the minimum required mass indicated in ASTM D2216-19 Table 1.
The sample will be disposed after one week of this report date unless the client requests for extension of storage or retrieval.
This document shall not be reproduced except in full, without written approval of ACTS company.
The above results relate only to the sample(s) tested and should not be used for advertisement purposes.
Prepared By
Reviewed By
Approved By
Norjehan Batua
Data Encoder
Ahmad Hoblos
Materials Engineer
M. Johor
Area Manager
ACTS Serial No.
Reporting Date
2040910
30-Jun-21
TEST REPORT
LIQUID LIMIT, PLASTIC LIMIT & PLASTICITY INDEX OF SOILS
ASTM D4318-17
PROJECT :
Jeddah South Container Terminal Upgrade
CONTRACTOR :
Saudi Archirodon Ltd.
CONSULTANT:
-
CUSTOMER:
ACTS GEOTECHNICAL
TESTED AT:
ACTS Jeddah Main Branch
T.W.O No:
ACTS-2139800
Customer Reference:
-
ACTS Reference:
JUN2124240216
IR / WIR / RFI Number:
-
Sampling Date:
Special Specimen Selection
Process Used(if any):
Method of removing particles larger than the 425-μm (No. 40) sieve:
Specimen Preparation Used:
Wet
Drying Method Used (During Preparation of
Specimen):
Exposing to warm air currents
23-Jun-21
Testing Date:
Description of
Sample
26-Jun-21
Approximate Max
Grain Size, mm:
19
Est. Sample Retained on
425µm, %:
5
As received Water
Content, %:
Methodology used to specify how data are
recorded on the test data:
20
Sample Type:
Soil
Sample Located by:
Customer
Sample Collected / Extracted by:
ACTS
Type of Soil (according to specification):
-
Name of Supplier / Source:
-
Reference / Specification:
-
Boring Number and Depth:
LBH-207 (46.60-48.00)
-
Name or Initials of the person(s)who
prepared and tested the samples:
-
Sampling Method Used:
Sample Location, Description, Ident. and
other required info. :
LBH-207 - S5
Test
ASTM D6026
-
Liquid Limit Method A (Multipoint Method)
Plastic Limit
Mechanical Liquid Limit Device
Metal Grooving Tool
Hand Rolled(Plastic Limit Rolling Procedure 1)
Testing Equipment Used
No. of blows, N
16
25
35
---
---
Container Ref.
1
2
3
-
A
B
(A) Mass of Container (g)
45.68
37.57
37.76
-
37.13
36.87
(B) Mass of wet soil + Container (g)
59.13
53.61
47.88
-
43.85
42.36
(C) Mass of dry soil + Container (g)
54.66
48.43
44.73
-
42.40
41.18
Moisture content %
49.8
47.7
45.2
-
27.5
27.4
Plastic (PL) =
Limits
Liquid (LL) =
47
Plasticity Index (PI)
PI = (LL - PL) =
20
---
27
Liquid Limit Chart
51.0
Requirements /
Limits
Remarks
LL
47
-
-
PL
27
-
-
PI
20
-
-
50.0
Moisture Content
Test Result
49.0
48.0
47.0
46.0
45.0
44.0
10
25
No. of Blows/Drops, N
The sample will be disposed after one week of this report date unless the client requests for extension of storage or retrieval.
This document shall not be reproduced except in full, without written approval of ACTS company.
The above results relate only to the sample(s) tested and should not be used for advertisement purposes.
Prepared By
Reviewed By
Approved By
Norjehan Batua
Data Encoder
Ahmad Hoblos
Materials Engineer
M. Johor
Area Manager
100
Serial No.
Date:
Page :
27-Oct-7487
30-Jun-2021
1 of 1
TEST REPORT
POINT LOAD STRENGTH INDEX OF ROCK
(A.S.T.M. D 5731)
PROJECT :
Jeddah South Container Terminal Upgrade
CONTRACTOR :
Saudi Archirodon Ltd.
ENGINEER :
CUSTOMER :
ACTS GEOTECHNICAL
TESTED AT :
ACTS Jeddah Main Branch
TWO No :
Sample Received on :
Sample Type :
Sampled by :
Device used :
Sample moisture condition :
Sample Location :
Sample Tested on :
ACTS-2139800
23/Jun/2021
Rock
ACTS
Matest Digital Point load Tester ,Model # A125
As Received
LBH-207 - S6 (52.80-53.00)
26/Jun/2021
Sample Ref.
LBH-207 - S6
-
-
-
-
Axial
-
-
-
-
Sample Moisture Content (%)
3.8
-
-
-
-
Sample width, W (mm)
Test type
62.9
-
-
-
-
Platen separation, D (mm)
55.8
-
-
-
-
Length/Diameter Ratio
0.887
-
-
-
-
4468.8
-
-
-
-
2
2
De (mm )
Equivalent diameter De,
66.8
-
-
-
-
3100.0
-
-
-
-
Uncorrected Point load index, Is (MPa)
0.69
-
-
-
-
Estimated uniaxial comp. strength, MPa
16.49
-
-
-
-
Size correction factor,F
1.140
-
-
-
-
Corrected point load index, Is(50) (MPa)
0.79
-
-
-
-
Failure load, P (N)
0.79
Average Corrected Point Load Index , Is(50) , MPa
Medium
Strength Classification
PREPARED BY
CHECKED BY
APPROVED BY
Norjehan Batua
Data Encoder
Ahmad Hoblos
Materials Engineer
M.Johor
Area Manager
Saudi Archirodon Ltd.
Geotechnical Factual Report
Jeddah Islamic Port – Jeddah South Container Terminal Upgrade
Appendix G: Various Plots
ACTS/KSA/Q‐14728/21/Rev.0*
10
0
-10
-20
ELEVATI ON ( mMSL)
-30
-40
-50
-60
-70
-80
10
20
30
40
SPT VS ELEVATION JEDDAH ISLAMIC PORT.GPJ DATA TEMPLETE FOR TESTING.GDT 8/25/21
SPT VALUES
50
60
Best Fit Line Slope = -0.233
Best Fit Line Intercept = 14.0106
Best Fit Line Approximate Standard Deviation = 9.12
LI ST OF BOREHOLES I NCLUDED I N THE GRAPH
: SPT VALUES vs ELEVATI ON
Project Name:
Jeddah Islamic Port
Project Location:
Jeddah
Project Grid:
36M UTM
Client Name:
Saudi Archirodon Ltd.
Datum:
MSL
Project No:
ACTS/KSA/Q-14728/21
70
-25
-30
-35
-40
ELEVATI ON ( mMSL)
-45
-50
-55
-60
-65
-70
-75
0
20
40
60
TCR VS ELEVATION JEDDAH ISLAMIC PORT.GPJ DATA TEMPLETE FOR TESTING.GDT 8/25/21
TCR VALUES ( % )
LI ST OF BOREHOLES I NCLUDED I N THE GRAPH
: TCR VALUES vs ELEVATI ON
Project Name:
Jeddah Islamic Port
Project Location:
Jeddah
Project Grid:
36M UTM
Client Name:
Saudi Archirodon Ltd.
Datum:
MSL
Project No:
ACTS/KSA/Q-14728/21
80
100
-25
-30
-35
-40
ELEVATI ON ( mMSL)
-45
-50
-55
-60
-65
-70
-75
0
20
40
60
SCR VS ELEVATION JEDDAH ISLAMIC PORT.GPJ DATA TEMPLETE FOR TESTING.GDT 8/25/21
SCR VALUES ( % )
LI ST OF BOREHOLES I NCLUDED I N THE GRAPH
: SCR VALUES vs ELEVATI ON
Project Name:
Jeddah Islamic Port
Project Location:
Jeddah
Project Grid:
36M UTM
Client Name:
Saudi Archirodon Ltd.
Datum:
MSL
Project No:
ACTS/KSA/Q-14728/21
80
100
-25
-30
-35
-40
ELEVATI ON ( mMSL)
-45
-50
-55
-60
-65
-70
-75
0
20
40
60
80
100
RQD VS ELEVATION JEDDAH ISLAMIC PORT.GPJ DATA TEMPLETE FOR TESTING.GDT 8/25/21
RQD VALUES ( % )
Very Poor
ROCK MASS QUALI TY BASED ON RQD VALUES
Poor
Fair
LI ST OF BOREHOLES I NCLUDED I N THE GRAPH
Figure : RQD VALUES vs ELEVATI ON
Project Name:
Jeddah Islamic Port
Project Location:
Jeddah
Project Grid:
36M UTM
Client Name:
Saudi Archirodon Ltd.
Datum:
MSL
Project No:
ACTS/KSA/Q-14728/21
Good
Excellent
5
0
-5
-10
-15
ELEVATI ON ( mMSL)
-20
-25
-30
-35
-40
-45
-50
0
40
80
120
160
UCS VS ELEVATION JEDDAH ISLAMIC PORT.GPJ DATA TEMPLETE FOR TESTING.GDT 8/25/21
UCS VALUES ( MPa)
Ext. Weak
Very Weak
Weak
200
240
Best Fit Line Slope = 1.0463
Best Fit Line Intercept = 52.2057
Best Fit Line Approximate Standard Deviation = 34.41
ROCK MATERI AL STRENGTH ASSESSMENT
Strong
Very Strong
Medium Strong
LI ST OF BOREHOLES I NCLUDED I N THE GRAPH
Figure : UCS VALUES vs ELEVATI ON
Project Name:
Jeddah Islamic Port
Project Location:
Jeddah
Project Grid:
36M UTM
Client Name:
Saudi Archirodon Ltd.
Datum:
MSL
Project No:
ACTS/KSA/Q-14728/21
Extremely
Strong