SHIMIZU-FUJITA-TAKENAKA-EEI JOINT VENTURE
Unit 3 & 4 19th Floor (Penthouse) Panorama Technocenter
1029 EDSA, Veteran's Village I, Quezon City, Philippines
REQUEST FOR INSPECTION TRANSMITTAL FORM
To
cc
Contract Project
Project Name
Date
:
October 21, 2021
: Mr. Tin Zaw
Transmital No. :
JVQC-OCGQC-RFI-T-21-0338
QA/QC Manager
General Consultant
12th & 14th Floor, Triump Square Building
1618 South Triangle, Quezon City, Philippines
: Department of Transportation (DOTr)
: CP101
: METRO MANILA SUBWAY PROJECT
THREE UNDERGROUND STATIONS (QUIRINO HWY., TANDANG SORA, NORTH AVE.),
TUNNELS AND DEPOT CONSTRUCTION, DEPOT EQUIPMENT AND BUILDINGS
DISCIPLINE
ARCHITECTURAL
CIVIL & STRUCTURAL
MECHANICAL & ELECTRICAL
AUXILIARY
PLUMBING / SANITARY
FIRE PROTECTION
Inspection Pertaining
MATERIAL
ACTIVITY
NCR
WORK COMPLETION
KIND OF COPY
ORIGINAL
SOFTCOPY
Dear Sir,
The following listed below are for inspection.
SN
RFI NO.
MMSP-SFTEJV-101-NAS-RIN-C-(C)1
900006
MMSP-SFTEJV-101-NAS-RIN-C-(C)2
900013
MMSP-SFTEJV-101-NAS-RIN-C-(C)3
900044
MMSP-SFTEJV-101-NAS-RIN-C-(C)4
900049
MMSP-SFTEJV-101-NAS-RIN-C-(C)5
900050
MMSP-SFTEJV-101-NAS-RIN-C-(C)6
900054
MMSP-SFTEJV-101-NAS-RIN-C-(C)7
900056
MMSP-SFTEJV-101-NAS-RIN-C-(C)8
900074
Rev.
No.
INSTRUMENTATION & MONITORING
ENVIRONMENTAL & SAFETY
OTHERS
TESTING
OTHERS
Description
C
King Post Construction (KP-B29):
Temporary Stell Casing Installation; Test Stabilizing Drilling Fluid Property (Polymer); Drilling
Borehole Progress; H-Beam Fabrication; Concreting of King Post; H-Beam Installation; Final
Concrete Level; Mortar Placement; Backfilling of Borehole; Casing Extraction
B
King Post Construction (KP-B32):
Temporary Stell Casing Installation; Test Stabilizing Drilling Fluid Property (Polymer); Drilling
Borehole Progress; H-Beam Fabrication; Concreting of King Post; H-Beam Installation; Final
Concrete Level; Mortar Placement; Backfilling of Borehole; Casing Extraction
B
King Post Construction (KP-B60):
Temporary Stell Casing Installation; Test Stabilizing Drilling Fluid Property (Polymer); Drilling
Borehole Progress; H-Beam Fabrication; Concreting of King Post; H-Beam Installation; Final
Concrete Level; Mortar Placement; Backfilling of Borehole; Casing Extraction
B
King Post Construction (KP-B9):
Temporary Stell Casing Installation; Test Stabilizing Drilling Fluid Property (Polymer); Drilling
Borehole Progress; H-Beam Fabrication; Concreting of King Post; H-Beam Installation; Final
Concrete Level; Mortar Placement; Backfilling of Borehole; Casing Extraction
B
King Post Construction (KP-A3):
Temporary Stell Casing Installation; Test Stabilizing Drilling Fluid Property (Polymer); Drilling
Borehole Progress; H-Beam Fabrication; Concreting of King Post; H-Beam Installation; Final
Concrete Level; Mortar Placement; Backfilling of Borehole; Casing Extraction
B
King Post Construction (KP-A5):
Temporary Stell Casing Installation; Test Stabilizing Drilling Fluid Property (Polymer); Drilling
Borehole Progress; H-Beam Fabrication; Concreting of King Post; H-Beam Installation; Final
Concrete Level; Mortar Placement; Backfilling of Borehole; Casing Extraction
B
King Post Construction (KP-B64):
Temporary Stell Casing Installation; Test Stabilizing Drilling Fluid Property (Polymer); Drilling
Borehole Progress; H-Beam Fabrication; Concreting of King Post; H-Beam Installation; Final
Concrete Level; Mortar Placement; Backfilling of Borehole; Casing Extraction
A
King Post Construction (KP-B17):
Temporary Stell Casing Installation; Test Stabilizing Drilling Fluid Property (Polymer); Drilling
Borehole Progress; H-Beam Fabrication; Concreting of King Post; H-Beam Installation; Final
Concrete Level; Mortar Placement; Backfilling of Borehole; Casing Extraction
SHIMIZU-FUJITA-TAKENAKA-EEI JOINT VENTURE
Unit 3 & 4 19th Floor (Penthouse) Panorama Technocenter
1029 EDSA, Veteran's Village I, Quezon City, Philippines
REQUEST FOR INSPECTION TRANSMITTAL FORM
To
cc
Contract Project
Project Name
Date
:
October 21, 2021
: Mr. Tin Zaw
Transmital No. :
JVQC-OCGQC-RFI-T-21-0338
QA/QC Manager
General Consultant
12th & 14th Floor, Triump Square Building
1618 South Triangle, Quezon City, Philippines
: Department of Transportation (DOTr)
: CP101
: METRO MANILA SUBWAY PROJECT
THREE UNDERGROUND STATIONS (QUIRINO HWY., TANDANG SORA, NORTH AVE.),
TUNNELS AND DEPOT CONSTRUCTION, DEPOT EQUIPMENT AND BUILDINGS
DISCIPLINE
ARCHITECTURAL
CIVIL & STRUCTURAL
MECHANICAL & ELECTRICAL
AUXILIARY
PLUMBING / SANITARY
FIRE PROTECTION
Inspection Pertaining
MATERIAL
ACTIVITY
NCR
WORK COMPLETION
KIND OF COPY
ORIGINAL
SOFTCOPY
Dear Sir,
The following listed below are for inspection.
RFI NO.
SN
MMSP-SFTEJV-101-NAS-RIN-C-(C)9
900006
900075
MMSP-SFTEJV-101-NAS-RIN-C-(C)10
900076
MMSP-SFTEJV-101-NAS-RIN-C-(C)11
900077
MMSP-SFTEJV-101-NAS-RIN-C-(C)12
900078
MMSP-SFTEJV-101-NAS-RIN-C-(C)13
900079
MMSP-SFTEJV-101-NAS-RIN-C-(C)14
900042
Rev.
No.
INSTRUMENTATION & MONITORING
ENVIRONMENTAL & SAFETY
OTHERS
TESTING
OTHERS
Description
A
(KP-B29):
King Post Construction (KP-B43):
Temporary Stell Casing Installation; Test Stabilizing Drilling Fluid Property (Polymer); Drilling
Borehole Progress; H-Beam Fabrication; Concreting of King Post; H-Beam Installation; Final
Concrete Level; Mortar Placement; Backfilling of Borehole; Casing Extraction
A
King Post Construction (KP-A8):
Temporary Stell Casing Installation; Test Stabilizing Drilling Fluid Property (Polymer); Drilling
Borehole Progress; H-Beam Fabrication; Concreting of King Post; H-Beam Installation; Final
Concrete Level; Mortar Placement; Backfilling of Borehole; Casing Extraction
A
King Post Construction (KP-B12):
Temporary Stell Casing Installation; Test Stabilizing Drilling Fluid Property (Polymer); Drilling
Borehole Progress; H-Beam Fabrication; Concreting of King Post; H-Beam Installation; Final
Concrete Level; Mortar Placement; Backfilling of Borehole; Casing Extraction
A
King Post Construction (KP-B7):
Temporary Stell Casing Installation; Test Stabilizing Drilling Fluid Property (Polymer); Drilling
Borehole Progress; H-Beam Fabrication; Concreting of King Post; H-Beam Installation; Final
Concrete Level; Mortar Placement; Backfilling of Borehole; Casing Extraction
A
King Post Construction (KP-B70):
Temporary Stell Casing Installation; Test Stabilizing Drilling Fluid Property (Polymer); Drilling
Borehole Progress; H-Beam Fabrication; Concreting of King Post; H-Beam Installation; Final
Concrete Level; Mortar Placement; Backfilling of Borehole; Casing Extraction
B
King Post Construction (KP-A6):
Temporary Stell Casing Installation; Test Stabilizing Drilling Fluid Property (Polymer); Drilling
Borehole Progress; H-Beam Fabrication; Concreting of King Post; H-Beam Installation; Final
Concrete Level; Mortar Placement; Backfilling of Borehole; Casing Extraction
Prepared by:
HERLENE TINGLE
QA/QC ENGINEER
SHIMIZU-FUJITA-TAKENAKA-EEI JV
Authorized by:
R. CAGA-ANAN
QC/QA MANAGER
SHIMIZU-FUJITA-TAKENAKA-EEI JV
Received by:
OC GLOBAL JV
Roi de Jesus
Structure Inspector
October 21, 2021
2PM
Date:
KING POST PILE SET-OUT DOCUMENTATION
ITP Reference no.:
MMSP-SFTEJV-101NAS-ITP-QA-(C-)
900009
Record No.:
Project :
METRO MANILA SUBWAY PROJECT PHASE 1-CP 101
Project No. :
P2469
Location :
North Avenue Station
Client:
SFTE-JV
King Post Pile Ref. ID No.:
IFC Drawing Ref:
Rev. No. / Date:
A. POSITION MEASUREMENT / CHECK
Casing Center
Design Pile Location (Coordinates)
Actual Casing Location (Coordinates)
Offset / Dev.,
e (m)
Difference
Tolerance for Offset Top of Casing
/ Dev. ,e max (m)
(TOC) Elevation
NORTHING
OK
EASTING
NO
Existing Ground
Level (EGL)
B. INCLINATION MEASUREMENT / CHECK
Reference Axis (900) Position
Design Pile Inclination
X - Axis
90°
Y - Axis
90°
Actual Inclination
Tolerance (mm / m)
Remarks
Note : * Refer to the values set out in the Inspection and Test Plan
Comments:
Filled By:
Checked By:
Approved By:
Noted by:
(Name, Signature, and Date)
(Name, Signature, and Date)
(Name, Signature, and Date)
(Name, Signature, and Date)
BFPI - SURVEYOR
BFPI - BFPI QAQC ENGINEER
CONSTRUCTION-SFTE Joint
Venture
QAQC ENGINEER - JOINT
VENTURE
P2469 QER.01.KP_0.BFPI 07.2021
(Name, Signature, and Date)
GC ENGINEER
THIS IS A CONTROLLED FORM
Date:
KING POST PILE DRILLING DOCUMENTATION
ITP Reference No.:
MMSP-SFTEJV-101-NAS-ITPQA-(C-) 900009
Record No.:
Project:
METRO MANILA SUBWAY PROJECT PHASE 1-CP 101
Location:
North Avenue Station
PILE REFERENCE
Project No.:
P2469
Client:
SFTE-JV
DRILLING RECORD
King Post Pile Ref. ID No.
Depth from TOC (m)
Pile Type
Time
(hh:mm)
* Tool Used
B, C)
(A,
TOC EL.
Soil Description
EGL (from TOC)
_____________________
____________________
Pile Diameter (m)
Top of Casing (TOC) Elev.
Existing Ground (EGL) Elev. (m)
Design Pile Toe Elevation (m)
Design Drill Depth fr. TOC (m)
Actual Drill Depth (m)
BORING/DRILL EQUIPMENT
Type
Operator
BORE SUPPORT
□ Fully Cased
□ Starter Casing,
_________ m
FLUID TYPE
□ Water
□ Bentonite
□ Polymer
□ None
BORING/DRILL RECORD
Date (mm/dd/yy)
Drilling Start
Time (hh:mm)
Date (mm/dd/yy)
Drilling End
Time (hh:mm)
Filled by:
(Name, Signature, and Date)
BFPI - OPERATIONS ENGINEER
Checked by:
(Name, Signature, and Date)
BFPI - QA/QC ENGINEER
Approved by:
(Name, Signature, and Date)
CONSTRUCTION - SFTE Joint Venture
(Name, Signature, and Date)
QAQC Engineer- SFTE Joint Venture
Noted by:
(Name, Signature, and Date)
GC ENGINEER
Remarks:
________________________ DESIGN TOE EL.
*
Tool Used for Drilling (input initial): ___________
______________________
ACTUAL TOE EL.
A - Auger
B - Drilling Bucket
C - Core Barrel
P2469 QER.02.KP_0.BFPI 07.2021
Toe cleaning method:
□ Cleaning Bucket
□ Air Lifting
THIS IS A CONTROLLED FORM
Date:
KING POST PILE POLYMER SLURRY TEST RECORD
ITP Reference No.:
MMSP-SFTEJV-101-NAS-ITP-QA(C-) 900009
Record No.:
Project :
METRO MANILA SUBWAY PROJECT PHASE 1-CP 101
Project No. :
Location :
North Avenue Station
Client:
King Post Pile Ref. ID No.:
Polymer:
MIXING PARAMETER / RATIO
Water :
m3
Source:
Slurry :
Slurry :
Brand:
Brand:
m3
Reminder: Fresh Slurry sampling / testing should be carried after mix has achieved required curing time in the material specification.
FRESH MIX
Date
mm-dd-yy
Time
Hr:min.
Marsh
Funnel
Viscosity
(Sec/Ltr)
pH
[40-100]
[7 to 11]
Density
(kg/Ltr.)
Sand
Content
(%)
[ <1.10]
[N/A]
Sample Location (Tank No.)
Remarks
every fresh mix
RE-FRESHING / RECYCLING
Date
mm-dd-yy
Time
Hr:min.
Marsh
Funnel
Viscosity
(Sec/Ltr)
pH
[40-100]
[7 to 11]
Density
(kg/Ltr.)
Sand
Content
(%)
[ <1.10]
[N/A]
Sample Location (Tank No.)
Remarks
every mix, before mixing and after mixing
PILE SHAFT (DURING DRILLING)
Date
mm-dd-yy
Time
Hr:min.
Marsh
Funnel
Viscosity
(Sec/Ltr)
pH
[40-100]
[7 to 11]
Density
(kg/Ltr.)
Sand
Content
(%)
[ <1.25]
[N/A]
Level of Sample from Bore Hole
Toe
Remarks
1 @ mid depth of drilling
(Check applicable)
De-sanding and
□ Recycling
By using
□ Replacement
□ Airlifting
Date /Time Start:
□ Pump
Date / Time Finished:
SHAFT (BEFORE CONCRETING)
Date
Time
Marsh
Funnel
Viscosity
(Sec/Ltr)
mm-dd-yy
Hr:min.
[40-90]
pH
Density
(kg/Ltr.)
Sand
Content
(%)
[N/A]
[1.00 to 1.10]
[ <1.0%]
Level of Sample from Bore Hole
Toe
Remarks
Minimum test:
1 - after finished the drilling
1 - after final cleaning
If SHAFT (BEFORE CONCRETING) for WATER USED
Date
mm-dd-yy
Time
Hr:min.
Marsh
Funnel
Viscosity
(Sec/Ltr)
pH
[N/A]
[7 to 11]
Prepared / Checked by:
(Name, Signature, and Date)
BFPI QA/QC ENGINEER
P2469 QER.03.KP_0.BFPI 07.2021
Density
(kg/Ltr.)
Sand
Content
(%)
[N/A]
[ <1.0%]
Level of Sample from Bore Hole
Toe
Approved by:
Remarks
Noted by:
(Name, Signature, and Date)
(Name, Signature, and Date)
(Name, Signature, and Date)
CONSTRUCTION - SFTE Joint
Venture
QAQC ENGINEER - SFTE Joint
Venture
GC ENGINEER
THIS IS A CONTROLLED FORM
Date:
KING POST PILE H-BEAM REINFORCEMENT RECORD
ITP Reference No.:
MMSP-SFTEJV-101-NAS-ITP-QA-(C-)
900009
Record No.:
Project:
METRO MANILA SUBWAY PROJECT PHASE 1-CP 101
Project No.:
Location: North Avenue Station
Client:
King Post Pile Ref. ID No.:
P2469
SFTE-JV
Pile Type:
IFC/Approved Shop Dwg Ref. :
Rev. No./ Date:
H-BEAMS FABRICATION CHECK
Materials Details Checked:
H-Beam
Section No.
(from top)
Main H-Beams
Design H-Beams Size.
(mm)
Bolts/ Nuts Joint Connection
Qty. (pcs)
Actual H-Beams Size.
(mm)
Conformed
Bolt/ Nuts Dia. (mm)
Yes
No
Stud Bolts Details
Studs Bolts
Conformed
Qty. (pcs)
Ø(mm)
Length
(mm)
Yes
No
Steel Spacer
Conformed
No. of Layers
H-Beam Joint Connection Details
No. per Layer (pcs)
Yes
No
INSPECTION CHECKSHEET
Item
Conformed/
Satisfied
Activities to be Checked
H-Beam
OK
REMARKS
NO
1 Checked rebar/ fabrication engineer holding latest approved AFC drawing during fabrication
2 Checked no. of holes at joint per connection system
5 Checked spacing of bolts on flange and webs based on the drawing
6 Checked H-Beams fabrication with temporary support on the bottom to avoid possible distortion
7 Checked H-Beam be free from rust, rust pits, scale, oil, moisture, or other deleterious matter that would affect welding operation
8 Checked H-Beams secure in position / fixing elements adequate - bolted/ torque
H-Beams Fabrication
9 Checked h-beam based on the inspected segments and verified tagging's per pile schedule
10 Check welded connection of steel spacer to H-beam 4nos. per layer in accordance to IFC drawing
Stud Bolts
11 Checked provision of markings on H-beams for stud bolt welding
12 Stud bolts shall be free from rust, scale, oil, moisture, or other deleterious matter.
13 Checked spacing/ distance of stud bolts center to center based on the IFC drawing
14 Visually checked welded stud bolts to determine 360⁰ full flash with no evidence of undercut into stud base
15 Visually checked welded stud bolts to ensure no discontinuities; Checked completely and acceptable
16 Bend Test performed based on the specification: 30⁰ from its original axis.
17 Bend tested of 5% for every 28 nos. studs/ king post. ( 1no. each side)
18 Follower beams secure in position / fixing elements adequate prior to lifting - holes/ bolted/ torque
19 Check dimensions, sizes of stud bolts
20 Spacers welded/ installed on correct position & spacing in accordance to IFC drawing
Installation
20 Check if follower beams used has correct length and adequate capacity to hold H-beam during connection & final section installation.
21 H-beams clean / free of mud prior to lowering / installation to borehole. - wash by water spraying as necessary.
23 Checked at correct elevations, position & center at the borehole
24 Checked installation/ properly fixed and correct positioning of guide frame upon lowering of H-beam
25 Vertical joint support (welding flange/ bolts) between H-beam and follower adequate to carry weight during lifting / hanging.
Filed by:
Checked by:
(Name, Signature, and Date)
(Name, Signature, and Date)
BFPI OPS ENGINEER
BFPI QA/QC ENGINEER
P2469 QER.04A.KP_0.BFPI 07.2021
Approved by:
(Name, Signature, and Date)
CONSTRUCTION -SFTE Joint
Venture
Noted by:
(Name, Signature, and Date)
QAQC ENGINEER - SFTE
Joint Venture
(Name, Signature, and Date)
GC - ENGINEER
THIS IS A CONTROLLED FORM
Date:
KING POST PILE H-BEAM REINFORCEMENT RECORD
MMSP-SFTEJV-101-NAS-ITPQA-(C-) 900009
ITP Reference No.:
Record No.:
Project:
METRO MANILA SUBWAY PROJECT PHASE 1-CP 101
Location:
North Avenue Station
Project No.: P2469
SFTE-JV
Client:
King Post Pile Ref. ID No.:
Pile Type:
IFC/Approved Shop Dwg Ref. :
Rev. No./ Date:
H-BEAMS FABRICATION CHECK
AA
BB
DD
CC
Top of H-Beam Elev._ __ _ _ _ _ _ _ Elev. _____________
=
Offset Elevation: ___________
-
Dist. from Offset to Bottom elev. of follower Beam: ____________
EGL _ _ _ _ _ _ _ _ _ _ _ _ _ Elev. _________________
H-Beam Section : ______________
Design Length:
_______m +
_______m
=
_________m
Acrual Length:
_______m +
_______m
=
_________m
Spacers:
Distance of spacer center to center : ______________
No. of Layer: ______________
No. of spacer per layer: ________________
Bottom Elevation of H-Beam._ _ _ _ _ _ _ _ _ _ _ Elev. _________________
Toe Elev of Borehole.._ _ _ _ _ _ _ _ _ _ _ Elev. _________________
REMARKS:
Filed by:
Checked by:
(Name, Signature, and Date)
(Name, Signature, and Date)
BFPI OPS ENGINEER
BFPI QA/QC ENGINEER
P2469 QER.04B.KP_0.BFPI 07.2021
Approved by:
(Name, Signature, and Date)
CONSTRUCTION -SFTE Joint
Venture
Noted by:
(Name, Signature, and Date)
QAQC ENGINEER - SFTE Joint
Venture
(Name, Signature, and Date)
GC - ENGINEER
THIS IS A CONTROLLED FORM
Date:
KING POST PILE CONCRETING RECORD
ITP Reference No.
MMSP-SFTEJV-101-NAS-ITP-QA-(C-) 900009
Record No.:
Project:
METRO MANILA SUBWAY PROJECT PHASE 1-CP 101
Project No.: P2469
Location:
North Avenue Station
Client:
SFTE-JV
King Post Pile Ref. No. :
Top of Casing (TOC) Elev. (m) :
Concrete level fr. TOC (m):
Date of Concreting:
Pile Diameter (mm) :
Cut-off Level (COL) Elev. (m) :
a. Target
Concrete Supplier :
Design Pile Length (m ):
Cut-off Level fr. TOC (m):
Concrete Volume (m³) :
Design Compressive Strength (psi) :
a. Design
Existing Ground Level (m) :
Delivery Receiving on-site
Testing On-site
b. Estimated
Pouring Time
Method of Con. Placement: Direct Pouring
Conc. Volume (m³)
Note :
Truck
Number
Time of
Batching
Time of
Testing
* Slump Ht.
1). * Refer to the values set out in the Inspection and Test Plan
No. of
Samples
Start
End
Truck Load Cumulativ
Qty.
e Qty.
2). ** Depth from TOC to Actual Pile Toe Level (Prior to pouring)
Concrete Pump
Line Pump
Others
Concrete Pour Monitoring
Concrete Depth from TOC
(measured from sounding )
Docket Number
@ ________ days
Before
Pouring
(m)
After
Pouring
(m)
A
B
Tremie Length (m)
Rise
(After
Before Pouring
Pouring (m)
Before
Pouring)
C=B-A
D
Embedment
(m)
Distance
Remarks
Tremie pipe bot.
edge to toe level
prior to concrete
(m)
E=D-A
3). Check sedimentation from previous depth measurement (prior to pouring)
INTERRUPTIONS / DELAYS (Workability)
Duration
Break longer than 15 minutes:
T=
minutes
From
Hr:min.
To
To
Hr:min.
Break longer than 15 minutes:
T=
minutes
From
Hr:min.
To
To
Hr:min.
Remarks:
Filled by:
(Name, Signature, and Date)
BFPI - OPERATIONS ENGINEER
P2469 QER.05.KP_0.BFPI 07.2021
Checked by:
(Name, Signature, and Date)
BFPI - QA/QC ENGINEER
Approved by:
(Name, Signature, and Date)
QA/QC ENGINEER -SFTE Joint Venture
Noted by:
(Name, Signature, and Date)
CONSTRUCTION - SFTE Joint Venture
(Name, Signature, and Date)
GC - ENGINEER
THIS IS A CONTROLLED FORM
Date:
MMSP-SFTEJV-101-NAS-ITP-QA-(C-)
ITP Reference No.:
900009
Record No.:
KING POST PILE MORTAR PLACEMENT RECORD
Project:
METRO MANILA SUBWAY PROJECT PHASE 1-CP 101
Location:
North Avenue Station
P2469
Project No.:
SFTE-JV
Client
King Post Pile Ref. No. :
Cut-off Level (COL) Elev. (m) :
Method of Mortar Placement:
Mortar placement:
Pile Diameter (mm) :
Existing Concrete Level fr. TOC (m):
Tremie Pipe
Concrete Pump
Design Pile Length (m ):
Mortar Volume (m³) :
Direct Pouring
Others/ Specify
Top of Casing (TOC) Elev. (m) :
a. Design
Date:
b. Estimated
Delivery Receiving on-site
`
Design Compressive Strength (psi) :
Testing On-site
Pouring Time
Conc. Volume (m³)
Mortar Placement Monitoring
Concrete Depth from TOC
(measured from sounding )
Docket Number
Truck
Number
Time of
Batching
Time of
Testing
* Slump
Time:
Mortar Supplier :
No. of
Samples
Start
End
Truck
Cumulative
Before Pouring
Load Qty.
Qty.
(m)
A
Rise
After Pouring (After Pouring (m)
Before
Pouring)
B
C=B-A
Tremie Length (m)
Before
Pouring
(m)
Embedment
(m)
D
E=D-A
REMARKS
**
INTERRUPTIONS / DELAYS (Workability)
Duration
Break longer than 15 minutes:
T=
minutes
From
Hr:min.
To
Hr:min.
Break longer than 15 minutes:
T=
minutes
From
Hr:min.
To
Hr:min.
Remarks:
Filled by:
Checked by:
Approved by:
Noted by:
(Name, Signature, and Date)
(Name, Signature, and Date)
(Name, Signature, and Date)
(Name, Signature, and Date)
(Name, Signature, and Date)
BFPI - OPERATIONS
ENGINEER
BFPI - QA/QC ENGINEER
CONSTRUCTION - SFTE Joint Venture
QAQC ENGINEER - SFTE Joint Venture
GC - ENGINEER
P2469 QER.06.KP_0.BFPI 07.2021
THIS IS A CONTROLLED FORM
Date:
KING POST PILE BACKFILL RECORDS
MMSP-SFTEJV-101-NASITP-QA-(C-) 900009
Shift:
ITP Reference No.:
Record No:
Project:
METRO MANILA SUBWAY PROJECT PHASE 1-CP 101
Project No:
P2469
DS
Location:
North Avenue Station
Client:
SFTE-JV
NS
Note: Attach Key Plan with "marked" or "highlighted" location requested.
King Post Pile Reference No.:
Pile Diameter (mm):
Pile Type:
Top of Casing (TOC) Elev.:
Zone/ Area:
Existing Ground Elevation:
Grid Line / Location:
Initial Elevation
Final Depth: Elev.
Date (mm/dd/yy)
Backfilling Start:
Time (hh:mm)
Date (mm/dd/yy)
Est. backfill materials vol. (m3):
Backfilling End:
Approved Backfill Materials:
PARTICULARS
Time (hh:mm)
SATISFIED/CONFORMED?
Yes
No
REMARKS (if necessary)
N/A
a. Clear equipment access
b. Free from obstructions
c.
Excavated materials (surplus soil)
provided protection/ berm
d. Properly compacted
f As per approved plan
g
Removal of excess backfill materials
along the pile area.
Filled by:
(Name, Signature & Date)
BFPI - FIELD ENGINEER
P2469 QER.07.KP_0.BFPI 07.2021
Checked by:
(Name, Signature & Date)
BFPI - QA/QC
ENGINEER
Approved by:
(Name, Signature & Date)
CONSTRUCTION - SFTE
Joint Venture
Noted by:
(Name, Signature & Date)
QAQC ENGINEER - SFTE
Joint Venture
(Name, Signature & Date)
GC - ENGINEER
THIS IS A CONTROLLED FORM
13
14
11
12
10
9
8
7
6
4
5
3
2
1
K
K
BORED PILE SCHEDULE 2
J
I
H
5
BORED PILE SCHEDULE 2
BORED PILE SCHEDULE 2
BORED PILE SCHEDULE 2
Mark
N/S
E/W
Mark
N/S
E/W
Mark
N/S
E/W
Mark
N/S
E/W
B-1
B-2
B-3
B-4
B-5
B-6
B-7
B-8
B-9
B-10
B-11
B-12
B-13
B-14
B-15
B-16
B-17
B-18
B-19
B-20
B-21
1621246336
1621247898
1621249468
1621251030
1621242925
1621244487
1621246058
1621247619
1621239027
1621240589
1621242160
1621243721
1621235617
1621237178
1621238749
1621240311
1621231719
1621233280
1621234851
1621236412
1621228308
503810555
503803773
503796951
503790169
503809770
503802987
503796166
503789383
503808872
503802090
503795268
503788486
503808087
503801305
503794483
503787700
503807190
503800407
503793586
503786803
503806404
B-22
B-23
B-24
B-25
B-26
B-27
B-28
B-29
B-30
B-31
B-32
B-33
B-34
B-35
B-36
B-37
B-38
B-39
B-40
B-41
B-42
1621229869
1621231440
1621233002
1621224410
1621225971
1621227542
1621230273
1621220999
1621222561
1621224131
1621225693
1621217101
1621218663
1621220233
1621221795
1621213690
1621215252
1621216823
1621218384
1621209792
1621211354
503799622
503792800
503786018
503805507
503798724
503791903
503785389
503804721
503797939
503791117
503784335
503803824
503797041
503790220
503783437
503803039
503796256
503789435
503782652
503802141
503795359
B-43
B-44
B-45
B-46
B-47
B-48
B-49
B-50
B-51
B-52
B-53
B-54
B-55
B-56
B-57
B-58
B-59
B-60
B-61
B-62
B-63
1621212925
1621214486
1621206381
1621207943
1621209514
1621211075
1621202483
1621204045
1621205616
1621207177
1621199073
1621199952
1621201523
1621203767
1621195175
1621196736
1621198307
1621199869
1621191764
1621193326
1621194896
503788537
503781755
503801356
503794573
503787752
503780969
503800458
503793676
503786854
503780072
503799673
503792733
503785912
503779286
503798776
503791993
503785171
503778389
503797990
503791208
503784386
B-64
B-65
B-66
B-67
B-68
B-69
B-70
B-71
B-72
B-73
B-74
B-75
B-76
B-77
B-78
B-79
B-80
B-81
B-82
B-83
B-84
1621196458
1621187866
1621189428
1621190998
1621192560
1621184455
1621186017
1621187587
1621189149
1621180557
1621182119
1621183689
1621185251
1621177146
1621178708
1621180279
1621181840
1621173248
1621174810
1621176381
1621177942
503777604
503797093
503790310
503783489
503776706
503796307
503789525
503782703
503775921
503795410
503788627
503781806
503775023
503794625
503787842
503781021
503774238
503793727
503786945
503780123
503773340
6
7
7500
8
7500
9
7500
10
7500
11
7500
12
7500
J
I
H
13
7500
14
7500
15
7500
7500
G
G
3500
4000
2000
2000
3500
2000
4000
2000
3500
4000
2000
2000
3500
2000
4000
2000
3500
2000
4000
2000
3500
4000
2000
2000
3500
2000
4000
2000
3500
4000
2000
2000
3500
2000
4000
2000
3500
2000
4000
2000
2000
3550
F
B-1
B-5
B-9
B-13
B-17
B-21
B-25
B-29
B-33
B-37
B-41
B-45
B-49
B-53
B-57
B-61
B-65
B-69
B-73
B-77
B-81
F
6960
3550
A
B
3500
6910
3410
1300
E
B-6
B-10
B-14
B-18
B-22
B-26
B-30
B-34
B-38
B-42
B-46
B-50
B-54
B-58
B-62
B-66
B-70
B-74
B-78
B-82
E
3410
6910
3500
7000
C
B-2
B-7
B-11
B-15
B-19
B-23
B-27
B-31
B-35
B-39
B-43
B-47
B-51
B-55
B-59
B-63
B-67
B-71
B-75
B-79
B-83
6960
D
D
B-3
D
3550
3550
800
E
B-4
B-8
B-12
B-16
B-20
B-24
B-28
B-32
B-36
B-40
B-44
B-48
B-52
B-56
B-60
B-64
B-68
B-72
B-76
B-80
B-84
C
C
BORED PILE B
KEYPLAN:
1 : 150
B
B
Prepared by:
CONTRACTOR
Approved by:
DESIGNER
Approved by:
REVISION
DATE
PROJECT
DESCRIPTION
METRO MANILA SUBWAY PROJECT PHASE-1
Project Manager
DOTr, PMO
13
12
Undersecretary
For Railway, DOTr
Shimizu - Fujita - Takenaka - EEI Joint Venture
11
10
PRC No.
Validity:
IAPOA No.
O.R. No.
PTR No.
DATE:
Place:
TIN:
9
KIYOSHI MIMURA
Project Manager
SFTE JV
Technical Design
NORTH AVENUE STATION
BORED PILES
ARCHITECT / STRUCTURAL ENGINEER / ETC.
Republic of the Philippines
14
STAGE
Initial Design
DEPARTMENT OF TRANSPORTATION
A
PACKAGE CP101
PROJECTION
TITLE
Construction Design
Third Angle
DATE:
12/10/21
SCALE:
INTENDED FORMAT:
As Built
A1
SHEET
DRAWING NO.
8
7
/
/ /7
3
MMSP-SFTEJV-101-NAS-DWG-C-200003
Shimizu - Fujita - Takenaka - EEI Joint Venture
6
5
4
3
A
1 : 150
2
1
REV
A
12/10/2021 3:40:49 pm
Checked by:
14
13
12
11
10
9
8
7
6
5
4
3
2
1
NORTH AVENUE STATION TEMPORARY DESIGN
K
GROUND PLAN(1)
K
S=1/200
B-1 - B-100
J
J
5
6
I
7
7500
8
7500
9
7500
10
7500
11
7500
12
7500
13
7500
7500
14
15
7500
16
7500
B - B
17
7500
18
7500
I
7500
C - C
B-9
B-13
B-17
B-21
B-25
B-29
B-33
B-37
B-41
B-45
B-49
B-53
B-57
B-61
B-65
B-69
B-73
B-77
B-81
B-85
B-87
B-89
B-93
B-6
B-10
B-14
B-18
B-22
B-26
B-30
B-34
B-38
B-42
B-46
B-50
B-54
B-58
B-62
B-66
B-70
B-74
B-78
B-82
B-90
B-94
B-7
B-11
B-15
B-19
B-23
B-27
B-31
B-35
B-39
B-43
B-47
B-51
B-55
B-59
B-63
B-67
B-71
B-75
B-79
B-83
B-91
B-95
B-64
B-68
B-72
B-76
B-80
B-84
B-92
B-96
7000
B-2
B-3
F
B-98
B-102
B-99
B-103
B-100
B-104
F
6960
B-12
B-16
B-20
B-24
B-28
B-32
B-36
B-40
B-44
B-48
B-52
B-56
B-60
B-86
2800 1200
B-88
4550
2950
E
6550
B-8
6550
E
G
3300
6960
4200
B-4
B-101
7000
G
B-97
6960
B-5
6960
B-1
6550
H
6550
H
D
D
4100
3500
4000
3500
4000
3500
4000
3500
4000
3500
4000
3500
4000
3500
4000
3500
4000
3500
4000
3500
4000
3500
4000
3500
4000
3500
4000
C
C
KEY PLAN
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
33
34
35
36
37
38
39
40
41
42
43
44
45
46
47
48
49
50
51
52
Legend
A
B
B
King Post
C
：H-428×407×20×35
φ1200
D
E
A - A
B - B
C - C
D - D
CONTRACTOR
DESIGNER
REVISION
A
DESCRIPTION
DATE
22/JUL/20
PROJECT
METRO MANILA SUBWAY PROJECT PHASE 1
TITLE
First Submission
GROUND PLAN(1)
Shimizu - Fujita - Takenaka - EEI Joint Venture
12
11
10
STAGE
Initial Design
NORTH AVENUE STATION TEMPORARY DESIGN
Republic of the Philippines
13
PACKAGE CP101
PROJECTION
22/JUL/21
DATE
SCALE
DEPARTMENT OF TRANSPORTATION
A
14
B
9
8
B-1 - B-100
Shimizu - Fujita - Takenaka - EEI Joint Venture
7
6
5
4
Technical Design
Construction Design
Third Angle
INTENDED FORMAT
A1
As Built
SHEET REV
DRAWING No.
MMSP-SFTEJV-101-NAS-SHD-TP-100001
3
2
A
1 : 200
1
1
9
A
14
13
12
11
10
9
8
7
6
5
4
2
1
NOTE: Kingpost layout in this drawing is reference only.
Layout shall follow plan drawings.
NORTH AVENUE STATION TEMPORARY DESIGN
K
3
K
CROSS SECTION(2)
SECTION B-B & C-C (B-5 - B-332)
S=1/150
J
KING POST CONNECTION
+136.50m
S=1/15
1100
+136.40m
40
40
407
60 60 60 60
40
40
1 160 85 160 1
1
1
405
407
13400
14900
I
φ25
5
60 40 205 40 60
+136.50m
J
I
40
5@65=325 80 5@65=325
40
407
810
1 160
60
2@80
=160
60
600
:Filling with Mortal(σck=1MPa)
13
14
15
16
17
18
19
20
21
22
23
24
25
26
27
28
30
31
32
33
34
35
36
37
38
39
40
41
42
43
44
45
46
47
48
49
50
51
52
22
22
22
428
428
2500
200
A
B
Concrete
σck=40N/mm2
C
500
B
800
600
2000
2500
29
D
6@200=1200
12
Stud 22φx150
n=28
Yielding strength
above 235N/mm2
C
200
11
6@200=1200
10
D
600
800
600
600
9
Extra Concrete
Stud 22φx150
n=28
Yielding strength
above 235N/mm2
Concrete
σck=40N/mm2
1200
KEY PLAN
8
S=1/25
SECTION
Stud 22φx150
Yielding strength
above 235N/mm2
C
7
L=95mm (18bolts)
H-428x407x20x35
200
104 104
6
2PL-16×280×460
Extra Concrete
:Filling with Concrete(σck=40MPa)
5
F
600
:Filling with Extra Concrete(σck=40MPa)
4
H.T.B(F10T) M22
E
PLAN
:Filling with Surplus Soil
3
407
1200
LEGEND
2
1
6550
KING POST BORED PILE
1
405
4PL-22×160×810
E
D
1
L=120mm (48bolts)
Web
6960
G
60 40 205 40 60
40
2PL-22×405×810
Flange
2000
1200
22
2800
7000
34020
36420
2@75 80 2@75
=150 =150
460
16
B
500
6960
40
Splice Plate
1200
6550
H
60 40 60
22
74
280
74
29100
28500
13500
40
500
F
40
2500 800
3300
G
φ25
5
22
10300
26900
29100
H
E
A - A
B - B
C - C
D - D
CONTRACTOR
DESIGNER
REVISION
A
DESCRIPTION
DATE
22/JUL/20
METRO MANILA SUBWAY PROJECT PHASE 1
TITLE
First Submission
CROSS SECTION(2)
Shimizu - Fujita - Takenaka - EEI Joint Venture
13
12
11
10
STAGE
Initial Design
NORTH AVENUE STATION TEMPORARY DESIGN
Republic of the Philippines
14
PACKAGE CP101
PROJECTION
22/JUL/21
DATE
SCALE
DEPARTMENT OF TRANSPORTATION
A
PROJECT
9
8
SECTION B-B & C-C (B-5 - B-332)
Shimizu - Fujita - Takenaka - EEI Joint Venture
7
6
5
4
3
Technical Design
Construction Design
Third Angle
INTENDED FORMAT
A1
As Built
SHEET REV
DRAWING No.
MMSP-SFTEJV-101-NAS-SHD-TP-100005
2
A
1 : 150,1:25,1:15
1
5
9
A
Roi de Jesus
Structure Inspector
October 21, 2021
2PM
Date:
KING POST PILE SET-OUT DOCUMENTATION
ITP Reference no.:
MMSP-SFTEJV-101NAS-ITP-QA-(C-)
900009
Record No.:
Project :
METRO MANILA SUBWAY PROJECT PHASE 1-CP 101
Project No. :
P2469
Location :
North Avenue Station
Client:
SFTE-JV
King Post Pile Ref. ID No.:
IFC Drawing Ref:
Rev. No. / Date:
A. POSITION MEASUREMENT / CHECK
Casing Center
Design Pile Location (Coordinates)
Actual Casing Location (Coordinates)
Offset / Dev.,
e (m)
Difference
Tolerance for Offset Top of Casing
/ Dev. ,e max (m)
(TOC) Elevation
NORTHING
OK
EASTING
NO
Existing Ground
Level (EGL)
B. INCLINATION MEASUREMENT / CHECK
Reference Axis (900) Position
Design Pile Inclination
X - Axis
90°
Y - Axis
90°
Actual Inclination
Tolerance (mm / m)
Remarks
Note : * Refer to the values set out in the Inspection and Test Plan
Comments:
Filled By:
Checked By:
Approved By:
Noted by:
(Name, Signature, and Date)
(Name, Signature, and Date)
(Name, Signature, and Date)
(Name, Signature, and Date)
BFPI - SURVEYOR
BFPI - BFPI QAQC ENGINEER
CONSTRUCTION-SFTE Joint
Venture
QAQC ENGINEER - JOINT
VENTURE
P2469 QER.01.KP_0.BFPI 07.2021
(Name, Signature, and Date)
GC ENGINEER
THIS IS A CONTROLLED FORM
Date:
KING POST PILE DRILLING DOCUMENTATION
ITP Reference No.:
MMSP-SFTEJV-101-NAS-ITPQA-(C-) 900009
Record No.:
Project:
METRO MANILA SUBWAY PROJECT PHASE 1-CP 101
Location:
North Avenue Station
PILE REFERENCE
Project No.:
P2469
Client:
SFTE-JV
DRILLING RECORD
King Post Pile Ref. ID No.
Depth from TOC (m)
Pile Type
Time
(hh:mm)
* Tool Used
B, C)
(A,
TOC EL.
Soil Description
EGL (from TOC)
_____________________
____________________
Pile Diameter (m)
Top of Casing (TOC) Elev.
Existing Ground (EGL) Elev. (m)
Design Pile Toe Elevation (m)
Design Drill Depth fr. TOC (m)
Actual Drill Depth (m)
BORING/DRILL EQUIPMENT
Type
Operator
BORE SUPPORT
□ Fully Cased
□ Starter Casing,
_________ m
FLUID TYPE
□ Water
□ Bentonite
□ Polymer
□ None
BORING/DRILL RECORD
Date (mm/dd/yy)
Drilling Start
Time (hh:mm)
Date (mm/dd/yy)
Drilling End
Time (hh:mm)
Filled by:
(Name, Signature, and Date)
BFPI - OPERATIONS ENGINEER
Checked by:
(Name, Signature, and Date)
BFPI - QA/QC ENGINEER
Approved by:
(Name, Signature, and Date)
CONSTRUCTION - SFTE Joint Venture
(Name, Signature, and Date)
QAQC Engineer- SFTE Joint Venture
Noted by:
(Name, Signature, and Date)
GC ENGINEER
Remarks:
________________________ DESIGN TOE EL.
*
Tool Used for Drilling (input initial): ___________
______________________
ACTUAL TOE EL.
A - Auger
B - Drilling Bucket
C - Core Barrel
P2469 QER.02.KP_0.BFPI 07.2021
Toe cleaning method:
□ Cleaning Bucket
□ Air Lifting
THIS IS A CONTROLLED FORM
Date:
KING POST PILE POLYMER SLURRY TEST RECORD
ITP Reference No.:
MMSP-SFTEJV-101-NAS-ITP-QA(C-) 900009
Record No.:
Project :
METRO MANILA SUBWAY PROJECT PHASE 1-CP 101
Project No. :
Location :
North Avenue Station
Client:
King Post Pile Ref. ID No.:
Polymer:
MIXING PARAMETER / RATIO
Water :
m3
Source:
Slurry :
Slurry :
Brand:
Brand:
m3
Reminder: Fresh Slurry sampling / testing should be carried after mix has achieved required curing time in the material specification.
FRESH MIX
Date
mm-dd-yy
Time
Hr:min.
Marsh
Funnel
Viscosity
(Sec/Ltr)
pH
[40-100]
[7 to 11]
Density
(kg/Ltr.)
Sand
Content
(%)
[ <1.10]
[N/A]
Sample Location (Tank No.)
Remarks
every fresh mix
RE-FRESHING / RECYCLING
Date
mm-dd-yy
Time
Hr:min.
Marsh
Funnel
Viscosity
(Sec/Ltr)
pH
[40-100]
[7 to 11]
Density
(kg/Ltr.)
Sand
Content
(%)
[ <1.10]
[N/A]
Sample Location (Tank No.)
Remarks
every mix, before mixing and after mixing
PILE SHAFT (DURING DRILLING)
Date
mm-dd-yy
Time
Hr:min.
Marsh
Funnel
Viscosity
(Sec/Ltr)
pH
[40-100]
[7 to 11]
Density
(kg/Ltr.)
Sand
Content
(%)
[ <1.25]
[N/A]
Level of Sample from Bore Hole
Toe
Remarks
1 @ mid depth of drilling
(Check applicable)
De-sanding and
□ Recycling
By using
□ Replacement
□ Airlifting
Date /Time Start:
□ Pump
Date / Time Finished:
SHAFT (BEFORE CONCRETING)
Date
Time
Marsh
Funnel
Viscosity
(Sec/Ltr)
mm-dd-yy
Hr:min.
[40-90]
pH
Density
(kg/Ltr.)
Sand
Content
(%)
[N/A]
[1.00 to 1.10]
[ <1.0%]
Level of Sample from Bore Hole
Toe
Remarks
Minimum test:
1 - after finished the drilling
1 - after final cleaning
If SHAFT (BEFORE CONCRETING) for WATER USED
Date
mm-dd-yy
Time
Hr:min.
Marsh
Funnel
Viscosity
(Sec/Ltr)
pH
[N/A]
[7 to 11]
Prepared / Checked by:
(Name, Signature, and Date)
BFPI QA/QC ENGINEER
P2469 QER.03.KP_0.BFPI 07.2021
Density
(kg/Ltr.)
Sand
Content
(%)
[N/A]
[ <1.0%]
Level of Sample from Bore Hole
Toe
Approved by:
Remarks
Noted by:
(Name, Signature, and Date)
(Name, Signature, and Date)
(Name, Signature, and Date)
CONSTRUCTION - SFTE Joint
Venture
QAQC ENGINEER - SFTE Joint
Venture
GC ENGINEER
THIS IS A CONTROLLED FORM
Date:
KING POST PILE H-BEAM REINFORCEMENT RECORD
ITP Reference No.:
MMSP-SFTEJV-101-NAS-ITP-QA-(C-)
900009
Record No.:
Project:
METRO MANILA SUBWAY PROJECT PHASE 1-CP 101
Project No.:
Location: North Avenue Station
Client:
King Post Pile Ref. ID No.:
P2469
SFTE-JV
Pile Type:
IFC/Approved Shop Dwg Ref. :
Rev. No./ Date:
H-BEAMS FABRICATION CHECK
Materials Details Checked:
H-Beam
Section No.
(from top)
Main H-Beams
Design H-Beams Size.
(mm)
Bolts/ Nuts Joint Connection
Qty. (pcs)
Actual H-Beams Size.
(mm)
Conformed
Bolt/ Nuts Dia. (mm)
Yes
No
Stud Bolts Details
Studs Bolts
Conformed
Qty. (pcs)
Ø(mm)
Length
(mm)
Yes
No
Steel Spacer
Conformed
No. of Layers
H-Beam Joint Connection Details
No. per Layer (pcs)
Yes
No
INSPECTION CHECKSHEET
Item
Conformed/
Satisfied
Activities to be Checked
H-Beam
OK
REMARKS
NO
1 Checked rebar/ fabrication engineer holding latest approved AFC drawing during fabrication
2 Checked no. of holes at joint per connection system
5 Checked spacing of bolts on flange and webs based on the drawing
6 Checked H-Beams fabrication with temporary support on the bottom to avoid possible distortion
7 Checked H-Beam be free from rust, rust pits, scale, oil, moisture, or other deleterious matter that would affect welding operation
8 Checked H-Beams secure in position / fixing elements adequate - bolted/ torque
H-Beams Fabrication
9 Checked h-beam based on the inspected segments and verified tagging's per pile schedule
10 Check welded connection of steel spacer to H-beam 4nos. per layer in accordance to IFC drawing
Stud Bolts
11 Checked provision of markings on H-beams for stud bolt welding
12 Stud bolts shall be free from rust, scale, oil, moisture, or other deleterious matter.
13 Checked spacing/ distance of stud bolts center to center based on the IFC drawing
14 Visually checked welded stud bolts to determine 360⁰ full flash with no evidence of undercut into stud base
15 Visually checked welded stud bolts to ensure no discontinuities; Checked completely and acceptable
16 Bend Test performed based on the specification: 30⁰ from its original axis.
17 Bend tested of 5% for every 28 nos. studs/ king post. ( 1no. each side)
18 Follower beams secure in position / fixing elements adequate prior to lifting - holes/ bolted/ torque
19 Check dimensions, sizes of stud bolts
20 Spacers welded/ installed on correct position & spacing in accordance to IFC drawing
Installation
20 Check if follower beams used has correct length and adequate capacity to hold H-beam during connection & final section installation.
21 H-beams clean / free of mud prior to lowering / installation to borehole. - wash by water spraying as necessary.
23 Checked at correct elevations, position & center at the borehole
24 Checked installation/ properly fixed and correct positioning of guide frame upon lowering of H-beam
25 Vertical joint support (welding flange/ bolts) between H-beam and follower adequate to carry weight during lifting / hanging.
Filed by:
Checked by:
(Name, Signature, and Date)
(Name, Signature, and Date)
BFPI OPS ENGINEER
BFPI QA/QC ENGINEER
P2469 QER.04A.KP_0.BFPI 07.2021
Approved by:
(Name, Signature, and Date)
CONSTRUCTION -SFTE Joint
Venture
Noted by:
(Name, Signature, and Date)
QAQC ENGINEER - SFTE
Joint Venture
(Name, Signature, and Date)
GC - ENGINEER
THIS IS A CONTROLLED FORM
Date:
KING POST PILE H-BEAM REINFORCEMENT RECORD
MMSP-SFTEJV-101-NAS-ITPQA-(C-) 900009
ITP Reference No.:
Record No.:
Project:
METRO MANILA SUBWAY PROJECT PHASE 1-CP 101
Location:
North Avenue Station
Project No.: P2469
SFTE-JV
Client:
King Post Pile Ref. ID No.:
Pile Type:
IFC/Approved Shop Dwg Ref. :
Rev. No./ Date:
H-BEAMS FABRICATION CHECK
AA
BB
DD
CC
Top of H-Beam Elev._ __ _ _ _ _ _ _ Elev. _____________
=
Offset Elevation: ___________
-
Dist. from Offset to Bottom elev. of follower Beam: ____________
EGL _ _ _ _ _ _ _ _ _ _ _ _ _ Elev. _________________
H-Beam Section : ______________
Design Length:
_______m +
_______m
=
_________m
Acrual Length:
_______m +
_______m
=
_________m
Spacers:
Distance of spacer center to center : ______________
No. of Layer: ______________
No. of spacer per layer: ________________
Bottom Elevation of H-Beam._ _ _ _ _ _ _ _ _ _ _ Elev. _________________
Toe Elev of Borehole.._ _ _ _ _ _ _ _ _ _ _ Elev. _________________
REMARKS:
Filed by:
Checked by:
(Name, Signature, and Date)
(Name, Signature, and Date)
BFPI OPS ENGINEER
BFPI QA/QC ENGINEER
P2469 QER.04B.KP_0.BFPI 07.2021
Approved by:
(Name, Signature, and Date)
CONSTRUCTION -SFTE Joint
Venture
Noted by:
(Name, Signature, and Date)
QAQC ENGINEER - SFTE Joint
Venture
(Name, Signature, and Date)
GC - ENGINEER
THIS IS A CONTROLLED FORM
Date:
KING POST PILE CONCRETING RECORD
ITP Reference No.
MMSP-SFTEJV-101-NAS-ITP-QA-(C-) 900009
Record No.:
Project:
METRO MANILA SUBWAY PROJECT PHASE 1-CP 101
Project No.: P2469
Location:
North Avenue Station
Client:
SFTE-JV
King Post Pile Ref. No. :
Top of Casing (TOC) Elev. (m) :
Concrete level fr. TOC (m):
Date of Concreting:
Pile Diameter (mm) :
Cut-off Level (COL) Elev. (m) :
a. Target
Concrete Supplier :
Design Pile Length (m ):
Cut-off Level fr. TOC (m):
Concrete Volume (m³) :
Design Compressive Strength (psi) :
a. Design
Existing Ground Level (m) :
Delivery Receiving on-site
Testing On-site
b. Estimated
Pouring Time
Method of Con. Placement: Direct Pouring
Conc. Volume (m³)
Note :
Truck
Number
Time of
Batching
Time of
Testing
* Slump Ht.
1). * Refer to the values set out in the Inspection and Test Plan
No. of
Samples
Start
End
Truck Load Cumulativ
Qty.
e Qty.
2). ** Depth from TOC to Actual Pile Toe Level (Prior to pouring)
Concrete Pump
Line Pump
Others
Concrete Pour Monitoring
Concrete Depth from TOC
(measured from sounding )
Docket Number
@ ________ days
Before
Pouring
(m)
After
Pouring
(m)
A
B
Tremie Length (m)
Rise
(After
Before Pouring
Pouring (m)
Before
Pouring)
C=B-A
D
Embedment
(m)
Distance
Remarks
Tremie pipe bot.
edge to toe level
prior to concrete
(m)
E=D-A
3). Check sedimentation from previous depth measurement (prior to pouring)
INTERRUPTIONS / DELAYS (Workability)
Duration
Break longer than 15 minutes:
T=
minutes
From
Hr:min.
To
To
Hr:min.
Break longer than 15 minutes:
T=
minutes
From
Hr:min.
To
To
Hr:min.
Remarks:
Filled by:
(Name, Signature, and Date)
BFPI - OPERATIONS ENGINEER
P2469 QER.05.KP_0.BFPI 07.2021
Checked by:
(Name, Signature, and Date)
BFPI - QA/QC ENGINEER
Approved by:
(Name, Signature, and Date)
QA/QC ENGINEER -SFTE Joint Venture
Noted by:
(Name, Signature, and Date)
CONSTRUCTION - SFTE Joint Venture
(Name, Signature, and Date)
GC - ENGINEER
THIS IS A CONTROLLED FORM
Date:
MMSP-SFTEJV-101-NAS-ITP-QA-(C-)
ITP Reference No.:
900009
Record No.:
KING POST PILE MORTAR PLACEMENT RECORD
Project:
METRO MANILA SUBWAY PROJECT PHASE 1-CP 101
Location:
North Avenue Station
P2469
Project No.:
SFTE-JV
Client
King Post Pile Ref. No. :
Cut-off Level (COL) Elev. (m) :
Method of Mortar Placement:
Mortar placement:
Pile Diameter (mm) :
Existing Concrete Level fr. TOC (m):
Tremie Pipe
Concrete Pump
Design Pile Length (m ):
Mortar Volume (m³) :
Direct Pouring
Others/ Specify
Top of Casing (TOC) Elev. (m) :
a. Design
Date:
b. Estimated
Delivery Receiving on-site
`
Design Compressive Strength (psi) :
Testing On-site
Pouring Time
Conc. Volume (m³)
Mortar Placement Monitoring
Concrete Depth from TOC
(measured from sounding )
Docket Number
Truck
Number
Time of
Batching
Time of
Testing
* Slump
Time:
Mortar Supplier :
No. of
Samples
Start
End
Truck
Cumulative
Before Pouring
Load Qty.
Qty.
(m)
A
Rise
After Pouring (After Pouring (m)
Before
Pouring)
B
C=B-A
Tremie Length (m)
Before
Pouring
(m)
Embedment
(m)
D
E=D-A
REMARKS
**
INTERRUPTIONS / DELAYS (Workability)
Duration
Break longer than 15 minutes:
T=
minutes
From
Hr:min.
To
Hr:min.
Break longer than 15 minutes:
T=
minutes
From
Hr:min.
To
Hr:min.
Remarks:
Filled by:
Checked by:
Approved by:
Noted by:
(Name, Signature, and Date)
(Name, Signature, and Date)
(Name, Signature, and Date)
(Name, Signature, and Date)
(Name, Signature, and Date)
BFPI - OPERATIONS
ENGINEER
BFPI - QA/QC ENGINEER
CONSTRUCTION - SFTE Joint Venture
QAQC ENGINEER - SFTE Joint Venture
GC - ENGINEER
P2469 QER.06.KP_0.BFPI 07.2021
THIS IS A CONTROLLED FORM
Date:
KING POST PILE BACKFILL RECORDS
MMSP-SFTEJV-101-NASITP-QA-(C-) 900009
Shift:
ITP Reference No.:
Record No:
Project:
METRO MANILA SUBWAY PROJECT PHASE 1-CP 101
Project No:
P2469
DS
Location:
North Avenue Station
Client:
SFTE-JV
NS
Note: Attach Key Plan with "marked" or "highlighted" location requested.
King Post Pile Reference No.:
Pile Diameter (mm):
Pile Type:
Top of Casing (TOC) Elev.:
Zone/ Area:
Existing Ground Elevation:
Grid Line / Location:
Initial Elevation
Final Depth: Elev.
Date (mm/dd/yy)
Backfilling Start:
Time (hh:mm)
Date (mm/dd/yy)
Est. backfill materials vol. (m3):
Backfilling End:
Approved Backfill Materials:
PARTICULARS
Time (hh:mm)
SATISFIED/CONFORMED?
Yes
No
REMARKS (if necessary)
N/A
a. Clear equipment access
b. Free from obstructions
c.
Excavated materials (surplus soil)
provided protection/ berm
d. Properly compacted
f As per approved plan
g
Removal of excess backfill materials
along the pile area.
Filled by:
(Name, Signature & Date)
BFPI - FIELD ENGINEER
P2469 QER.07.KP_0.BFPI 07.2021
Checked by:
(Name, Signature & Date)
BFPI - QA/QC
ENGINEER
Approved by:
(Name, Signature & Date)
CONSTRUCTION - SFTE
Joint Venture
Noted by:
(Name, Signature & Date)
QAQC ENGINEER - SFTE
Joint Venture
(Name, Signature & Date)
GC - ENGINEER
THIS IS A CONTROLLED FORM
13
14
11
12
10
9
8
7
6
4
5
3
2
1
K
K
BORED PILE SCHEDULE 2
J
I
H
5
BORED PILE SCHEDULE 2
BORED PILE SCHEDULE 2
BORED PILE SCHEDULE 2
Mark
N/S
E/W
Mark
N/S
E/W
Mark
N/S
E/W
Mark
N/S
E/W
B-1
B-2
B-3
B-4
B-5
B-6
B-7
B-8
B-9
B-10
B-11
B-12
B-13
B-14
B-15
B-16
B-17
B-18
B-19
B-20
B-21
1621246336
1621247898
1621249468
1621251030
1621242925
1621244487
1621246058
1621247619
1621239027
1621240589
1621242160
1621243721
1621235617
1621237178
1621238749
1621240311
1621231719
1621233280
1621234851
1621236412
1621228308
503810555
503803773
503796951
503790169
503809770
503802987
503796166
503789383
503808872
503802090
503795268
503788486
503808087
503801305
503794483
503787700
503807190
503800407
503793586
503786803
503806404
B-22
B-23
B-24
B-25
B-26
B-27
B-28
B-29
B-30
B-31
B-32
B-33
B-34
B-35
B-36
B-37
B-38
B-39
B-40
B-41
B-42
1621229869
1621231440
1621233002
1621224410
1621225971
1621227542
1621230273
1621220999
1621222561
1621224131
1621225693
1621217101
1621218663
1621220233
1621221795
1621213690
1621215252
1621216823
1621218384
1621209792
1621211354
503799622
503792800
503786018
503805507
503798724
503791903
503785389
503804721
503797939
503791117
503784335
503803824
503797041
503790220
503783437
503803039
503796256
503789435
503782652
503802141
503795359
B-43
B-44
B-45
B-46
B-47
B-48
B-49
B-50
B-51
B-52
B-53
B-54
B-55
B-56
B-57
B-58
B-59
B-60
B-61
B-62
B-63
1621212925
1621214486
1621206381
1621207943
1621209514
1621211075
1621202483
1621204045
1621205616
1621207177
1621199073
1621199952
1621201523
1621203767
1621195175
1621196736
1621198307
1621199869
1621191764
1621193326
1621194896
503788537
503781755
503801356
503794573
503787752
503780969
503800458
503793676
503786854
503780072
503799673
503792733
503785912
503779286
503798776
503791993
503785171
503778389
503797990
503791208
503784386
B-64
B-65
B-66
B-67
B-68
B-69
B-70
B-71
B-72
B-73
B-74
B-75
B-76
B-77
B-78
B-79
B-80
B-81
B-82
B-83
B-84
1621196458
1621187866
1621189428
1621190998
1621192560
1621184455
1621186017
1621187587
1621189149
1621180557
1621182119
1621183689
1621185251
1621177146
1621178708
1621180279
1621181840
1621173248
1621174810
1621176381
1621177942
503777604
503797093
503790310
503783489
503776706
503796307
503789525
503782703
503775921
503795410
503788627
503781806
503775023
503794625
503787842
503781021
503774238
503793727
503786945
503780123
503773340
6
7
7500
8
7500
9
7500
10
7500
11
7500
12
7500
J
I
H
13
7500
14
7500
15
7500
7500
G
G
3500
4000
2000
2000
3500
2000
4000
2000
3500
4000
2000
2000
3500
2000
4000
2000
3500
2000
4000
2000
3500
4000
2000
2000
3500
2000
4000
2000
3500
4000
2000
2000
3500
2000
4000
2000
3500
2000
4000
2000
2000
3550
F
B-1
B-5
B-9
B-13
B-17
B-21
B-25
B-29
B-33
B-37
B-41
B-45
B-49
B-53
B-57
B-61
B-65
B-69
B-73
B-77
B-81
F
6960
3550
A
B
3500
6910
3410
1300
E
B-6
B-10
B-14
B-18
B-22
B-26
B-30
B-34
B-38
B-42
B-46
B-50
B-54
B-58
B-62
B-66
B-70
B-74
B-78
B-82
E
3410
6910
3500
7000
C
B-2
B-7
B-11
B-15
B-19
B-23
B-27
B-31
B-35
B-39
B-43
B-47
B-51
B-55
B-59
B-63
B-67
B-71
B-75
B-79
B-83
6960
D
D
B-3
D
3550
3550
800
E
B-4
B-8
B-12
B-16
B-20
B-24
B-28
B-32
B-36
B-40
B-44
B-48
B-52
B-56
B-60
B-64
B-68
B-72
B-76
B-80
B-84
C
C
BORED PILE B
KEYPLAN:
1 : 150
B
B
Prepared by:
CONTRACTOR
Approved by:
DESIGNER
Approved by:
REVISION
DATE
PROJECT
DESCRIPTION
METRO MANILA SUBWAY PROJECT PHASE-1
Project Manager
DOTr, PMO
13
12
Undersecretary
For Railway, DOTr
Shimizu - Fujita - Takenaka - EEI Joint Venture
11
10
PRC No.
Validity:
IAPOA No.
O.R. No.
PTR No.
DATE:
Place:
TIN:
9
KIYOSHI MIMURA
Project Manager
SFTE JV
Technical Design
NORTH AVENUE STATION
BORED PILES
ARCHITECT / STRUCTURAL ENGINEER / ETC.
Republic of the Philippines
14
STAGE
Initial Design
DEPARTMENT OF TRANSPORTATION
A
PACKAGE CP101
PROJECTION
TITLE
Construction Design
Third Angle
DATE:
12/10/21
SCALE:
INTENDED FORMAT:
As Built
A1
SHEET
DRAWING NO.
8
7
/
/ /7
3
MMSP-SFTEJV-101-NAS-DWG-C-200003
Shimizu - Fujita - Takenaka - EEI Joint Venture
6
5
4
3
A
1 : 150
2
1
REV
A
12/10/2021 3:40:49 pm
Checked by:
14
13
12
11
10
9
8
7
6
5
4
3
2
1
NORTH AVENUE STATION TEMPORARY DESIGN
K
GROUND PLAN(1)
K
S=1/200
B-1 - B-100
J
J
5
6
I
7
7500
8
7500
9
7500
10
7500
11
7500
12
7500
13
7500
7500
14
15
7500
16
7500
B - B
17
7500
18
7500
I
7500
C - C
B-9
B-13
B-17
B-21
B-25
B-29
B-33
B-37
B-41
B-45
B-49
B-53
B-57
B-61
B-65
B-69
B-73
B-77
B-81
B-85
B-87
B-89
B-93
B-6
B-10
B-14
B-18
B-22
B-26
B-30
B-34
B-38
B-42
B-46
B-50
B-54
B-58
B-62
B-66
B-70
B-74
B-78
B-82
B-90
B-94
B-7
B-11
B-15
B-19
B-23
B-27
B-31
B-35
B-39
B-43
B-47
B-51
B-55
B-59
B-63
B-67
B-71
B-75
B-79
B-83
B-91
B-95
B-64
B-68
B-72
B-76
B-80
B-84
B-92
B-96
7000
B-2
B-3
F
B-98
B-102
B-99
B-103
B-100
B-104
F
6960
B-12
B-16
B-20
B-24
B-28
B-32
B-36
B-40
B-44
B-48
B-52
B-56
B-60
B-86
2800 1200
B-88
4550
2950
E
6550
B-8
6550
E
G
3300
6960
4200
B-4
B-101
7000
G
B-97
6960
B-5
6960
B-1
6550
H
6550
H
D
D
4100
3500
4000
3500
4000
3500
4000
3500
4000
3500
4000
3500
4000
3500
4000
3500
4000
3500
4000
3500
4000
3500
4000
3500
4000
3500
4000
C
C
KEY PLAN
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
33
34
35
36
37
38
39
40
41
42
43
44
45
46
47
48
49
50
51
52
Legend
A
B
B
King Post
C
：H-428×407×20×35
φ1200
D
E
A - A
B - B
C - C
D - D
CONTRACTOR
DESIGNER
REVISION
A
DESCRIPTION
DATE
22/JUL/20
PROJECT
METRO MANILA SUBWAY PROJECT PHASE 1
TITLE
First Submission
GROUND PLAN(1)
Shimizu - Fujita - Takenaka - EEI Joint Venture
12
11
10
STAGE
Initial Design
NORTH AVENUE STATION TEMPORARY DESIGN
Republic of the Philippines
13
PACKAGE CP101
PROJECTION
22/JUL/21
DATE
SCALE
DEPARTMENT OF TRANSPORTATION
A
14
B
9
8
B-1 - B-100
Shimizu - Fujita - Takenaka - EEI Joint Venture
7
6
5
4
Technical Design
Construction Design
Third Angle
INTENDED FORMAT
A1
As Built
SHEET REV
DRAWING No.
MMSP-SFTEJV-101-NAS-SHD-TP-100001
3
2
A
1 : 200
1
1
9
A
14
13
12
11
10
9
8
7
6
5
4
2
1
NOTE: Kingpost layout in this drawing is reference only.
Layout shall follow plan drawings.
NORTH AVENUE STATION TEMPORARY DESIGN
K
3
K
CROSS SECTION(2)
SECTION B-B & C-C (B-5 - B-332)
S=1/150
J
KING POST CONNECTION
+136.50m
S=1/15
1100
+136.40m
40
40
407
60 60 60 60
40
40
1 160 85 160 1
1
1
405
407
13400
14900
I
φ25
5
60 40 205 40 60
+136.50m
J
I
40
5@65=325 80 5@65=325
40
407
810
1 160
60
2@80
=160
60
600
:Filling with Mortal(σck=1MPa)
13
14
15
16
17
18
19
20
21
22
23
24
25
26
27
28
30
31
32
33
34
35
36
37
38
39
40
41
42
43
44
45
46
47
48
49
50
51
52
22
22
22
428
428
2500
200
A
B
Concrete
σck=40N/mm2
C
500
B
800
600
2000
2500
29
D
6@200=1200
12
Stud 22φx150
n=28
Yielding strength
above 235N/mm2
C
200
11
6@200=1200
10
D
600
800
600
600
9
Extra Concrete
Stud 22φx150
n=28
Yielding strength
above 235N/mm2
Concrete
σck=40N/mm2
1200
KEY PLAN
8
S=1/25
SECTION
Stud 22φx150
Yielding strength
above 235N/mm2
C
7
L=95mm (18bolts)
H-428x407x20x35
200
104 104
6
2PL-16×280×460
Extra Concrete
:Filling with Concrete(σck=40MPa)
5
F
600
:Filling with Extra Concrete(σck=40MPa)
4
H.T.B(F10T) M22
E
PLAN
:Filling with Surplus Soil
3
407
1200
LEGEND
2
1
6550
KING POST BORED PILE
1
405
4PL-22×160×810
E
D
1
L=120mm (48bolts)
Web
6960
G
60 40 205 40 60
40
2PL-22×405×810
Flange
2000
1200
22
2800
7000
34020
36420
2@75 80 2@75
=150 =150
460
16
B
500
6960
40
Splice Plate
1200
6550
H
60 40 60
22
74
280
74
29100
28500
13500
40
500
F
40
2500 800
3300
G
φ25
5
22
10300
26900
29100
H
E
A - A
B - B
C - C
D - D
CONTRACTOR
DESIGNER
REVISION
A
DESCRIPTION
DATE
22/JUL/20
METRO MANILA SUBWAY PROJECT PHASE 1
TITLE
First Submission
CROSS SECTION(2)
Shimizu - Fujita - Takenaka - EEI Joint Venture
13
12
11
10
STAGE
Initial Design
NORTH AVENUE STATION TEMPORARY DESIGN
Republic of the Philippines
14
PACKAGE CP101
PROJECTION
22/JUL/21
DATE
SCALE
DEPARTMENT OF TRANSPORTATION
A
PROJECT
9
8
SECTION B-B & C-C (B-5 - B-332)
Shimizu - Fujita - Takenaka - EEI Joint Venture
7
6
5
4
3
Technical Design
Construction Design
Third Angle
INTENDED FORMAT
A1
As Built
SHEET REV
DRAWING No.
MMSP-SFTEJV-101-NAS-SHD-TP-100005
2
A
1 : 150,1:25,1:15
1
5
9
A
Roi de Jesus
Structure Inspector
October 21, 2021
2PM
Date:
KING POST PILE DRILLING DOCUMENTATION
ITP Reference No.:
MMSP-SFTEJV-101-NAS-ITPQA-(C-) 900009
Record No.:
Project:
METRO MANILA SUBWAY PROJECT PHASE 1-CP 101
Location:
North Avenue Station
PILE REFERENCE
Project No.:
P2469
Client:
SFTE-JV
DRILLING RECORD
King Post Pile Ref. ID No.
Depth from TOC (m)
Pile Type
Time
(hh:mm)
* Tool Used
B, C)
(A,
TOC EL.
Soil Description
EGL (from TOC)
_____________________
____________________
Pile Diameter (m)
Top of Casing (TOC) Elev.
Existing Ground (EGL) Elev. (m)
Design Pile Toe Elevation (m)
Design Drill Depth fr. TOC (m)
Actual Drill Depth (m)
BORING/DRILL EQUIPMENT
Type
Operator
BORE SUPPORT
□ Fully Cased
□ Starter Casing,
_________ m
FLUID TYPE
□ Water
□ Bentonite
□ Polymer
□ None
BORING/DRILL RECORD
Date (mm/dd/yy)
Drilling Start
Time (hh:mm)
Date (mm/dd/yy)
Drilling End
Time (hh:mm)
Filled by:
(Name, Signature, and Date)
BFPI - OPERATIONS ENGINEER
Checked by:
(Name, Signature, and Date)
BFPI - QA/QC ENGINEER
Approved by:
(Name, Signature, and Date)
CONSTRUCTION - SFTE Joint Venture
(Name, Signature, and Date)
QAQC Engineer- SFTE Joint Venture
Noted by:
(Name, Signature, and Date)
GC ENGINEER
Remarks:
________________________ DESIGN TOE EL.
*
Tool Used for Drilling (input initial): ___________
______________________
ACTUAL TOE EL.
A - Auger
B - Drilling Bucket
C - Core Barrel
P2469 QER.02.KP_0.BFPI 07.2021
Toe cleaning method:
□ Cleaning Bucket
□ Air Lifting
THIS IS A CONTROLLED FORM
Date:
KING POST PILE POLYMER SLURRY TEST RECORD
ITP Reference No.:
MMSP-SFTEJV-101-NAS-ITP-QA(C-) 900009
Record No.:
Project :
METRO MANILA SUBWAY PROJECT PHASE 1-CP 101
Project No. :
Location :
North Avenue Station
Client:
King Post Pile Ref. ID No.:
Polymer:
MIXING PARAMETER / RATIO
Water :
m3
Source:
Slurry :
Slurry :
Brand:
Brand:
m3
Reminder: Fresh Slurry sampling / testing should be carried after mix has achieved required curing time in the material specification.
FRESH MIX
Date
mm-dd-yy
Time
Hr:min.
Marsh
Funnel
Viscosity
(Sec/Ltr)
pH
[40-100]
[7 to 11]
Density
(kg/Ltr.)
Sand
Content
(%)
[ <1.10]
[N/A]
Sample Location (Tank No.)
Remarks
every fresh mix
RE-FRESHING / RECYCLING
Date
mm-dd-yy
Time
Hr:min.
Marsh
Funnel
Viscosity
(Sec/Ltr)
pH
[40-100]
[7 to 11]
Density
(kg/Ltr.)
Sand
Content
(%)
[ <1.10]
[N/A]
Sample Location (Tank No.)
Remarks
every mix, before mixing and after mixing
PILE SHAFT (DURING DRILLING)
Date
mm-dd-yy
Time
Hr:min.
Marsh
Funnel
Viscosity
(Sec/Ltr)
pH
[40-100]
[7 to 11]
Density
(kg/Ltr.)
Sand
Content
(%)
[ <1.25]
[N/A]
Level of Sample from Bore Hole
Toe
Remarks
1 @ mid depth of drilling
(Check applicable)
De-sanding and
□ Recycling
By using
□ Replacement
□ Airlifting
Date /Time Start:
□ Pump
Date / Time Finished:
SHAFT (BEFORE CONCRETING)
Date
Time
Marsh
Funnel
Viscosity
(Sec/Ltr)
mm-dd-yy
Hr:min.
[40-90]
pH
Density
(kg/Ltr.)
Sand
Content
(%)
[N/A]
[1.00 to 1.10]
[ <1.0%]
Level of Sample from Bore Hole
Toe
Remarks
Minimum test:
1 - after finished the drilling
1 - after final cleaning
If SHAFT (BEFORE CONCRETING) for WATER USED
Date
mm-dd-yy
Time
Hr:min.
Marsh
Funnel
Viscosity
(Sec/Ltr)
pH
[N/A]
[7 to 11]
Prepared / Checked by:
(Name, Signature, and Date)
BFPI QA/QC ENGINEER
P2469 QER.03.KP_0.BFPI 07.2021
Density
(kg/Ltr.)
Sand
Content
(%)
[N/A]
[ <1.0%]
Level of Sample from Bore Hole
Toe
Approved by:
Remarks
Noted by:
(Name, Signature, and Date)
(Name, Signature, and Date)
(Name, Signature, and Date)
CONSTRUCTION - SFTE Joint
Venture
QAQC ENGINEER - SFTE Joint
Venture
GC ENGINEER
THIS IS A CONTROLLED FORM
Date:
KING POST PILE H-BEAM REINFORCEMENT RECORD
ITP Reference No.:
MMSP-SFTEJV-101-NAS-ITP-QA-(C-)
900009
Record No.:
Project:
METRO MANILA SUBWAY PROJECT PHASE 1-CP 101
Project No.:
Location: North Avenue Station
Client:
King Post Pile Ref. ID No.:
P2469
SFTE-JV
Pile Type:
IFC/Approved Shop Dwg Ref. :
Rev. No./ Date:
H-BEAMS FABRICATION CHECK
Materials Details Checked:
H-Beam
Section No.
(from top)
Main H-Beams
Design H-Beams Size.
(mm)
Bolts/ Nuts Joint Connection
Qty. (pcs)
Actual H-Beams Size.
(mm)
Conformed
Bolt/ Nuts Dia. (mm)
Yes
No
Stud Bolts Details
Studs Bolts
Conformed
Qty. (pcs)
Ø(mm)
Length
(mm)
Yes
No
Steel Spacer
Conformed
No. of Layers
H-Beam Joint Connection Details
No. per Layer (pcs)
Yes
No
INSPECTION CHECKSHEET
Item
Conformed/
Satisfied
Activities to be Checked
H-Beam
OK
REMARKS
NO
1 Checked rebar/ fabrication engineer holding latest approved AFC drawing during fabrication
2 Checked no. of holes at joint per connection system
5 Checked spacing of bolts on flange and webs based on the drawing
6 Checked H-Beams fabrication with temporary support on the bottom to avoid possible distortion
7 Checked H-Beam be free from rust, rust pits, scale, oil, moisture, or other deleterious matter that would affect welding operation
8 Checked H-Beams secure in position / fixing elements adequate - bolted/ torque
H-Beams Fabrication
9 Checked h-beam based on the inspected segments and verified tagging's per pile schedule
10 Check welded connection of steel spacer to H-beam 4nos. per layer in accordance to IFC drawing
Stud Bolts
11 Checked provision of markings on H-beams for stud bolt welding
12 Stud bolts shall be free from rust, scale, oil, moisture, or other deleterious matter.
13 Checked spacing/ distance of stud bolts center to center based on the IFC drawing
14 Visually checked welded stud bolts to determine 360⁰ full flash with no evidence of undercut into stud base
15 Visually checked welded stud bolts to ensure no discontinuities; Checked completely and acceptable
16 Bend Test performed based on the specification: 30⁰ from its original axis.
17 Bend tested of 5% for every 28 nos. studs/ king post. ( 1no. each side)
18 Follower beams secure in position / fixing elements adequate prior to lifting - holes/ bolted/ torque
19 Check dimensions, sizes of stud bolts
20 Spacers welded/ installed on correct position & spacing in accordance to IFC drawing
Installation
20 Check if follower beams used has correct length and adequate capacity to hold H-beam during connection & final section installation.
21 H-beams clean / free of mud prior to lowering / installation to borehole. - wash by water spraying as necessary.
23 Checked at correct elevations, position & center at the borehole
24 Checked installation/ properly fixed and correct positioning of guide frame upon lowering of H-beam
25 Vertical joint support (welding flange/ bolts) between H-beam and follower adequate to carry weight during lifting / hanging.
Filed by:
Checked by:
(Name, Signature, and Date)
(Name, Signature, and Date)
BFPI OPS ENGINEER
BFPI QA/QC ENGINEER
P2469 QER.04A.KP_0.BFPI 07.2021
Approved by:
(Name, Signature, and Date)
CONSTRUCTION -SFTE Joint
Venture
Noted by:
(Name, Signature, and Date)
QAQC ENGINEER - SFTE
Joint Venture
(Name, Signature, and Date)
GC - ENGINEER
THIS IS A CONTROLLED FORM
Date:
KING POST PILE H-BEAM REINFORCEMENT RECORD
MMSP-SFTEJV-101-NAS-ITPQA-(C-) 900009
ITP Reference No.:
Record No.:
Project:
METRO MANILA SUBWAY PROJECT PHASE 1-CP 101
Location:
North Avenue Station
Project No.: P2469
SFTE-JV
Client:
King Post Pile Ref. ID No.:
Pile Type:
IFC/Approved Shop Dwg Ref. :
Rev. No./ Date:
H-BEAMS FABRICATION CHECK
AA
BB
DD
CC
Top of H-Beam Elev._ __ _ _ _ _ _ _ Elev. _____________
=
Offset Elevation: ___________
-
Dist. from Offset to Bottom elev. of follower Beam: ____________
EGL _ _ _ _ _ _ _ _ _ _ _ _ _ Elev. _________________
H-Beam Section : ______________
Design Length:
_______m +
_______m
=
_________m
Acrual Length:
_______m +
_______m
=
_________m
Spacers:
Distance of spacer center to center : ______________
No. of Layer: ______________
No. of spacer per layer: ________________
Bottom Elevation of H-Beam._ _ _ _ _ _ _ _ _ _ _ Elev. _________________
Toe Elev of Borehole.._ _ _ _ _ _ _ _ _ _ _ Elev. _________________
REMARKS:
Filed by:
Checked by:
(Name, Signature, and Date)
(Name, Signature, and Date)
BFPI OPS ENGINEER
BFPI QA/QC ENGINEER
P2469 QER.04B.KP_0.BFPI 07.2021
Approved by:
(Name, Signature, and Date)
CONSTRUCTION -SFTE Joint
Venture
Noted by:
(Name, Signature, and Date)
QAQC ENGINEER - SFTE Joint
Venture
(Name, Signature, and Date)
GC - ENGINEER
THIS IS A CONTROLLED FORM
Date:
KING POST PILE CONCRETING RECORD
ITP Reference No.
MMSP-SFTEJV-101-NAS-ITP-QA-(C-) 900009
Record No.:
Project:
METRO MANILA SUBWAY PROJECT PHASE 1-CP 101
Project No.: P2469
Location:
North Avenue Station
Client:
SFTE-JV
King Post Pile Ref. No. :
Top of Casing (TOC) Elev. (m) :
Concrete level fr. TOC (m):
Date of Concreting:
Pile Diameter (mm) :
Cut-off Level (COL) Elev. (m) :
a. Target
Concrete Supplier :
Design Pile Length (m ):
Cut-off Level fr. TOC (m):
Concrete Volume (m³) :
Design Compressive Strength (psi) :
a. Design
Existing Ground Level (m) :
Delivery Receiving on-site
Testing On-site
b. Estimated
Pouring Time
Method of Con. Placement: Direct Pouring
Conc. Volume (m³)
Note :
Truck
Number
Time of
Batching
Time of
Testing
* Slump Ht.
1). * Refer to the values set out in the Inspection and Test Plan
No. of
Samples
Start
End
Truck Load Cumulativ
Qty.
e Qty.
2). ** Depth from TOC to Actual Pile Toe Level (Prior to pouring)
Concrete Pump
Line Pump
Others
Concrete Pour Monitoring
Concrete Depth from TOC
(measured from sounding )
Docket Number
@ ________ days
Before
Pouring
(m)
After
Pouring
(m)
A
B
Tremie Length (m)
Rise
(After
Before Pouring
Pouring (m)
Before
Pouring)
C=B-A
D
Embedment
(m)
Distance
Remarks
Tremie pipe bot.
edge to toe level
prior to concrete
(m)
E=D-A
3). Check sedimentation from previous depth measurement (prior to pouring)
INTERRUPTIONS / DELAYS (Workability)
Duration
Break longer than 15 minutes:
T=
minutes
From
Hr:min.
To
To
Hr:min.
Break longer than 15 minutes:
T=
minutes
From
Hr:min.
To
To
Hr:min.
Remarks:
Filled by:
(Name, Signature, and Date)
BFPI - OPERATIONS ENGINEER
P2469 QER.05.KP_0.BFPI 07.2021
Checked by:
(Name, Signature, and Date)
BFPI - QA/QC ENGINEER
Approved by:
(Name, Signature, and Date)
QA/QC ENGINEER -SFTE Joint Venture
Noted by:
(Name, Signature, and Date)
CONSTRUCTION - SFTE Joint Venture
(Name, Signature, and Date)
GC - ENGINEER
THIS IS A CONTROLLED FORM
Date:
MMSP-SFTEJV-101-NAS-ITP-QA-(C-)
ITP Reference No.:
900009
Record No.:
KING POST PILE MORTAR PLACEMENT RECORD
Project:
METRO MANILA SUBWAY PROJECT PHASE 1-CP 101
Location:
North Avenue Station
P2469
Project No.:
SFTE-JV
Client
King Post Pile Ref. No. :
Cut-off Level (COL) Elev. (m) :
Method of Mortar Placement:
Mortar placement:
Pile Diameter (mm) :
Existing Concrete Level fr. TOC (m):
Tremie Pipe
Concrete Pump
Design Pile Length (m ):
Mortar Volume (m³) :
Direct Pouring
Others/ Specify
Top of Casing (TOC) Elev. (m) :
a. Design
Date:
b. Estimated
Delivery Receiving on-site
`
Design Compressive Strength (psi) :
Testing On-site
Pouring Time
Conc. Volume (m³)
Mortar Placement Monitoring
Concrete Depth from TOC
(measured from sounding )
Docket Number
Truck
Number
Time of
Batching
Time of
Testing
* Slump
Time:
Mortar Supplier :
No. of
Samples
Start
End
Truck
Cumulative
Before Pouring
Load Qty.
Qty.
(m)
A
Rise
After Pouring (After Pouring (m)
Before
Pouring)
B
C=B-A
Tremie Length (m)
Before
Pouring
(m)
Embedment
(m)
D
E=D-A
REMARKS
**
INTERRUPTIONS / DELAYS (Workability)
Duration
Break longer than 15 minutes:
T=
minutes
From
Hr:min.
To
Hr:min.
Break longer than 15 minutes:
T=
minutes
From
Hr:min.
To
Hr:min.
Remarks:
Filled by:
Checked by:
Approved by:
Noted by:
(Name, Signature, and Date)
(Name, Signature, and Date)
(Name, Signature, and Date)
(Name, Signature, and Date)
(Name, Signature, and Date)
BFPI - OPERATIONS
ENGINEER
BFPI - QA/QC ENGINEER
CONSTRUCTION - SFTE Joint Venture
QAQC ENGINEER - SFTE Joint Venture
GC - ENGINEER
P2469 QER.06.KP_0.BFPI 07.2021
THIS IS A CONTROLLED FORM
Date:
KING POST PILE BACKFILL RECORDS
MMSP-SFTEJV-101-NASITP-QA-(C-) 900009
Shift:
ITP Reference No.:
Record No:
Project:
METRO MANILA SUBWAY PROJECT PHASE 1-CP 101
Project No:
P2469
DS
Location:
North Avenue Station
Client:
SFTE-JV
NS
Note: Attach Key Plan with "marked" or "highlighted" location requested.
King Post Pile Reference No.:
Pile Diameter (mm):
Pile Type:
Top of Casing (TOC) Elev.:
Zone/ Area:
Existing Ground Elevation:
Grid Line / Location:
Initial Elevation
Final Depth: Elev.
Date (mm/dd/yy)
Backfilling Start:
Time (hh:mm)
Date (mm/dd/yy)
Est. backfill materials vol. (m3):
Backfilling End:
Approved Backfill Materials:
PARTICULARS
Time (hh:mm)
SATISFIED/CONFORMED?
Yes
No
REMARKS (if necessary)
N/A
a. Clear equipment access
b. Free from obstructions
c.
Excavated materials (surplus soil)
provided protection/ berm
d. Properly compacted
f As per approved plan
g
Removal of excess backfill materials
along the pile area.
Filled by:
(Name, Signature & Date)
BFPI - FIELD ENGINEER
P2469 QER.07.KP_0.BFPI 07.2021
Checked by:
(Name, Signature & Date)
BFPI - QA/QC
ENGINEER
Approved by:
(Name, Signature & Date)
CONSTRUCTION - SFTE
Joint Venture
Noted by:
(Name, Signature & Date)
QAQC ENGINEER - SFTE
Joint Venture
(Name, Signature & Date)
GC - ENGINEER
THIS IS A CONTROLLED FORM
13
14
11
12
10
9
8
7
6
4
5
3
2
1
K
K
BORED PILE SCHEDULE 2
J
I
H
5
BORED PILE SCHEDULE 2
BORED PILE SCHEDULE 2
BORED PILE SCHEDULE 2
Mark
N/S
E/W
Mark
N/S
E/W
Mark
N/S
E/W
Mark
N/S
E/W
B-1
B-2
B-3
B-4
B-5
B-6
B-7
B-8
B-9
B-10
B-11
B-12
B-13
B-14
B-15
B-16
B-17
B-18
B-19
B-20
B-21
1621246336
1621247898
1621249468
1621251030
1621242925
1621244487
1621246058
1621247619
1621239027
1621240589
1621242160
1621243721
1621235617
1621237178
1621238749
1621240311
1621231719
1621233280
1621234851
1621236412
1621228308
503810555
503803773
503796951
503790169
503809770
503802987
503796166
503789383
503808872
503802090
503795268
503788486
503808087
503801305
503794483
503787700
503807190
503800407
503793586
503786803
503806404
B-22
B-23
B-24
B-25
B-26
B-27
B-28
B-29
B-30
B-31
B-32
B-33
B-34
B-35
B-36
B-37
B-38
B-39
B-40
B-41
B-42
1621229869
1621231440
1621233002
1621224410
1621225971
1621227542
1621230273
1621220999
1621222561
1621224131
1621225693
1621217101
1621218663
1621220233
1621221795
1621213690
1621215252
1621216823
1621218384
1621209792
1621211354
503799622
503792800
503786018
503805507
503798724
503791903
503785389
503804721
503797939
503791117
503784335
503803824
503797041
503790220
503783437
503803039
503796256
503789435
503782652
503802141
503795359
B-43
B-44
B-45
B-46
B-47
B-48
B-49
B-50
B-51
B-52
B-53
B-54
B-55
B-56
B-57
B-58
B-59
B-60
B-61
B-62
B-63
1621212925
1621214486
1621206381
1621207943
1621209514
1621211075
1621202483
1621204045
1621205616
1621207177
1621199073
1621199952
1621201523
1621203767
1621195175
1621196736
1621198307
1621199869
1621191764
1621193326
1621194896
503788537
503781755
503801356
503794573
503787752
503780969
503800458
503793676
503786854
503780072
503799673
503792733
503785912
503779286
503798776
503791993
503785171
503778389
503797990
503791208
503784386
B-64
B-65
B-66
B-67
B-68
B-69
B-70
B-71
B-72
B-73
B-74
B-75
B-76
B-77
B-78
B-79
B-80
B-81
B-82
B-83
B-84
1621196458
1621187866
1621189428
1621190998
1621192560
1621184455
1621186017
1621187587
1621189149
1621180557
1621182119
1621183689
1621185251
1621177146
1621178708
1621180279
1621181840
1621173248
1621174810
1621176381
1621177942
503777604
503797093
503790310
503783489
503776706
503796307
503789525
503782703
503775921
503795410
503788627
503781806
503775023
503794625
503787842
503781021
503774238
503793727
503786945
503780123
503773340
6
7
7500
8
7500
9
7500
10
7500
11
7500
12
7500
J
I
H
13
7500
14
7500
15
7500
7500
G
G
3500
4000
2000
2000
3500
2000
4000
2000
3500
4000
2000
2000
3500
2000
4000
2000
3500
2000
4000
2000
3500
4000
2000
2000
3500
2000
4000
2000
3500
4000
2000
2000
3500
2000
4000
2000
3500
2000
4000
2000
2000
3550
F
B-1
B-5
B-9
B-13
B-17
B-21
B-25
B-29
B-33
B-37
B-41
B-45
B-49
B-53
B-57
B-61
B-65
B-69
B-73
B-77
B-81
F
6960
3550
A
B
3500
6910
3410
1300
E
B-6
B-10
B-14
B-18
B-22
B-26
B-30
B-34
B-38
B-42
B-46
B-50
B-54
B-58
B-62
B-66
B-70
B-74
B-78
B-82
E
3410
6910
3500
7000
C
B-2
B-7
B-11
B-15
B-19
B-23
B-27
B-31
B-35
B-39
B-43
B-47
B-51
B-55
B-59
B-63
B-67
B-71
B-75
B-79
B-83
6960
D
D
B-3
D
3550
3550
800
E
B-4
B-8
B-12
B-16
B-20
B-24
B-28
B-32
B-36
B-40
B-44
B-48
B-52
B-56
B-60
B-64
B-68
B-72
B-76
B-80
B-84
C
C
BORED PILE B
KEYPLAN:
1 : 150
B
B
Prepared by:
CONTRACTOR
Approved by:
DESIGNER
Approved by:
REVISION
DATE
PROJECT
DESCRIPTION
METRO MANILA SUBWAY PROJECT PHASE-1
Project Manager
DOTr, PMO
13
12
Undersecretary
For Railway, DOTr
Shimizu - Fujita - Takenaka - EEI Joint Venture
11
10
PRC No.
Validity:
IAPOA No.
O.R. No.
PTR No.
DATE:
Place:
TIN:
9
KIYOSHI MIMURA
Project Manager
SFTE JV
Technical Design
NORTH AVENUE STATION
BORED PILES
ARCHITECT / STRUCTURAL ENGINEER / ETC.
Republic of the Philippines
14
STAGE
Initial Design
DEPARTMENT OF TRANSPORTATION
A
PACKAGE CP101
PROJECTION
TITLE
Construction Design
Third Angle
DATE:
12/10/21
SCALE:
INTENDED FORMAT:
As Built
A1
SHEET
DRAWING NO.
8
7
/
/ /7
3
MMSP-SFTEJV-101-NAS-DWG-C-200003
Shimizu - Fujita - Takenaka - EEI Joint Venture
6
5
4
3
A
1 : 150
2
1
REV
A
12/10/2021 3:40:49 pm
Checked by:
14
13
12
11
10
9
8
7
6
5
4
3
2
1
NORTH AVENUE STATION TEMPORARY DESIGN
K
GROUND PLAN(1)
K
S=1/200
B-1 - B-100
J
J
5
6
I
7
7500
8
7500
9
7500
10
7500
11
7500
12
7500
13
7500
7500
14
15
7500
16
7500
B - B
17
7500
18
7500
I
7500
C - C
B-9
B-13
B-17
B-21
B-25
B-29
B-33
B-37
B-41
B-45
B-49
B-53
B-57
B-61
B-65
B-69
B-73
B-77
B-81
B-85
B-87
B-89
B-93
B-6
B-10
B-14
B-18
B-22
B-26
B-30
B-34
B-38
B-42
B-46
B-50
B-54
B-58
B-62
B-66
B-70
B-74
B-78
B-82
B-90
B-94
B-7
B-11
B-15
B-19
B-23
B-27
B-31
B-35
B-39
B-43
B-47
B-51
B-55
B-59
B-63
B-67
B-71
B-75
B-79
B-83
B-91
B-95
B-64
B-68
B-72
B-76
B-80
B-84
B-92
B-96
7000
B-2
B-3
F
B-98
B-102
B-99
B-103
B-100
B-104
F
6960
B-12
B-16
B-20
B-24
B-28
B-32
B-36
B-40
B-44
B-48
B-52
B-56
B-60
B-86
2800 1200
B-88
4550
2950
E
6550
B-8
6550
E
G
3300
6960
4200
B-4
B-101
7000
G
B-97
6960
B-5
6960
B-1
6550
H
6550
H
D
D
4100
3500
4000
3500
4000
3500
4000
3500
4000
3500
4000
3500
4000
3500
4000
3500
4000
3500
4000
3500
4000
3500
4000
3500
4000
3500
4000
C
C
KEY PLAN
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
33
34
35
36
37
38
39
40
41
42
43
44
45
46
47
48
49
50
51
52
Legend
A
B
B
King Post
C
：H-428×407×20×35
φ1200
D
E
A - A
B - B
C - C
D - D
CONTRACTOR
DESIGNER
REVISION
A
DESCRIPTION
DATE
22/JUL/20
PROJECT
METRO MANILA SUBWAY PROJECT PHASE 1
TITLE
First Submission
GROUND PLAN(1)
Shimizu - Fujita - Takenaka - EEI Joint Venture
12
11
10
STAGE
Initial Design
NORTH AVENUE STATION TEMPORARY DESIGN
Republic of the Philippines
13
PACKAGE CP101
PROJECTION
22/JUL/21
DATE
SCALE
DEPARTMENT OF TRANSPORTATION
A
14
B
9
8
B-1 - B-100
Shimizu - Fujita - Takenaka - EEI Joint Venture
7
6
5
4
Technical Design
Construction Design
Third Angle
INTENDED FORMAT
A1
As Built
SHEET REV
DRAWING No.
MMSP-SFTEJV-101-NAS-SHD-TP-100001
3
2
A
1 : 200
1
1
9
A
14
13
12
11
10
9
8
7
6
5
4
2
1
NOTE: Kingpost layout in this drawing is reference only.
Layout shall follow plan drawings.
NORTH AVENUE STATION TEMPORARY DESIGN
K
3
K
CROSS SECTION(2)
SECTION B-B & C-C (B-5 - B-332)
S=1/150
J
KING POST CONNECTION
+136.50m
S=1/15
1100
+136.40m
40
40
407
60 60 60 60
40
40
1 160 85 160 1
1
1
405
407
13400
14900
I
φ25
5
60 40 205 40 60
+136.50m
J
I
40
5@65=325 80 5@65=325
40
407
810
1 160
60
2@80
=160
60
600
:Filling with Mortal(σck=1MPa)
13
14
15
16
17
18
19
20
21
22
23
24
25
26
27
28
30
31
32
33
34
35
36
37
38
39
40
41
42
43
44
45
46
47
48
49
50
51
52
22
22
22
428
428
2500
200
A
B
Concrete
σck=40N/mm2
C
500
B
800
600
2000
2500
29
D
6@200=1200
12
Stud 22φx150
n=28
Yielding strength
above 235N/mm2
C
200
11
6@200=1200
10
D
600
800
600
600
9
Extra Concrete
Stud 22φx150
n=28
Yielding strength
above 235N/mm2
Concrete
σck=40N/mm2
1200
KEY PLAN
8
S=1/25
SECTION
Stud 22φx150
Yielding strength
above 235N/mm2
C
7
L=95mm (18bolts)
H-428x407x20x35
200
104 104
6
2PL-16×280×460
Extra Concrete
:Filling with Concrete(σck=40MPa)
5
F
600
:Filling with Extra Concrete(σck=40MPa)
4
H.T.B(F10T) M22
E
PLAN
:Filling with Surplus Soil
3
407
1200
LEGEND
2
1
6550
KING POST BORED PILE
1
405
4PL-22×160×810
E
D
1
L=120mm (48bolts)
Web
6960
G
60 40 205 40 60
40
2PL-22×405×810
Flange
2000
1200
22
2800
7000
34020
36420
2@75 80 2@75
=150 =150
460
16
B
500
6960
40
Splice Plate
1200
6550
H
60 40 60
22
74
280
74
29100
28500
13500
40
500
F
40
2500 800
3300
G
φ25
5
22
10300
26900
29100
H
E
A - A
B - B
C - C
D - D
CONTRACTOR
DESIGNER
REVISION
A
DESCRIPTION
DATE
22/JUL/20
METRO MANILA SUBWAY PROJECT PHASE 1
TITLE
First Submission
CROSS SECTION(2)
Shimizu - Fujita - Takenaka - EEI Joint Venture
13
12
11
10
STAGE
Initial Design
NORTH AVENUE STATION TEMPORARY DESIGN
Republic of the Philippines
14
PACKAGE CP101
PROJECTION
22/JUL/21
DATE
SCALE
DEPARTMENT OF TRANSPORTATION
A
PROJECT
9
8
SECTION B-B & C-C (B-5 - B-332)
Shimizu - Fujita - Takenaka - EEI Joint Venture
7
6
5
4
3
Technical Design
Construction Design
Third Angle
INTENDED FORMAT
A1
As Built
SHEET REV
DRAWING No.
MMSP-SFTEJV-101-NAS-SHD-TP-100005
2
A
1 : 150,1:25,1:15
1
5
9
A
Roi de Jesus
Structure Inspector
October 21, 2021
2PM
Date:
KING POST PILE DRILLING DOCUMENTATION
ITP Reference No.:
MMSP-SFTEJV-101-NAS-ITPQA-(C-) 900009
Record No.:
Project:
METRO MANILA SUBWAY PROJECT PHASE 1-CP 101
Location:
North Avenue Station
PILE REFERENCE
Project No.:
P2469
Client:
SFTE-JV
DRILLING RECORD
King Post Pile Ref. ID No.
Depth from TOC (m)
Pile Type
Time
(hh:mm)
* Tool Used
B, C)
(A,
TOC EL.
Soil Description
EGL (from TOC)
_____________________
____________________
Pile Diameter (m)
Top of Casing (TOC) Elev.
Existing Ground (EGL) Elev. (m)
Design Pile Toe Elevation (m)
Design Drill Depth fr. TOC (m)
Actual Drill Depth (m)
BORING/DRILL EQUIPMENT
Type
Operator
BORE SUPPORT
□ Fully Cased
□ Starter Casing,
_________ m
FLUID TYPE
□ Water
□ Bentonite
□ Polymer
□ None
BORING/DRILL RECORD
Date (mm/dd/yy)
Drilling Start
Time (hh:mm)
Date (mm/dd/yy)
Drilling End
Time (hh:mm)
Filled by:
(Name, Signature, and Date)
BFPI - OPERATIONS ENGINEER
Checked by:
(Name, Signature, and Date)
BFPI - QA/QC ENGINEER
Approved by:
(Name, Signature, and Date)
CONSTRUCTION - SFTE Joint Venture
(Name, Signature, and Date)
QAQC Engineer- SFTE Joint Venture
Noted by:
(Name, Signature, and Date)
GC ENGINEER
Remarks:
________________________ DESIGN TOE EL.
*
Tool Used for Drilling (input initial): ___________
______________________
ACTUAL TOE EL.
A - Auger
B - Drilling Bucket
C - Core Barrel
P2469 QER.02.KP_0.BFPI 07.2021
Toe cleaning method:
□ Cleaning Bucket
□ Air Lifting
THIS IS A CONTROLLED FORM
Date:
KING POST PILE POLYMER SLURRY TEST RECORD
ITP Reference No.:
MMSP-SFTEJV-101-NAS-ITP-QA(C-) 900009
Record No.:
Project :
METRO MANILA SUBWAY PROJECT PHASE 1-CP 101
Project No. :
Location :
North Avenue Station
Client:
King Post Pile Ref. ID No.:
Polymer:
MIXING PARAMETER / RATIO
Water :
m3
Source:
Slurry :
Slurry :
Brand:
Brand:
m3
Reminder: Fresh Slurry sampling / testing should be carried after mix has achieved required curing time in the material specification.
FRESH MIX
Date
mm-dd-yy
Time
Hr:min.
Marsh
Funnel
Viscosity
(Sec/Ltr)
pH
[40-100]
[7 to 11]
Density
(kg/Ltr.)
Sand
Content
(%)
[ <1.10]
[N/A]
Sample Location (Tank No.)
Remarks
every fresh mix
RE-FRESHING / RECYCLING
Date
mm-dd-yy
Time
Hr:min.
Marsh
Funnel
Viscosity
(Sec/Ltr)
pH
[40-100]
[7 to 11]
Density
(kg/Ltr.)
Sand
Content
(%)
[ <1.10]
[N/A]
Sample Location (Tank No.)
Remarks
every mix, before mixing and after mixing
PILE SHAFT (DURING DRILLING)
Date
mm-dd-yy
Time
Hr:min.
Marsh
Funnel
Viscosity
(Sec/Ltr)
pH
[40-100]
[7 to 11]
Density
(kg/Ltr.)
Sand
Content
(%)
[ <1.25]
[N/A]
Level of Sample from Bore Hole
Toe
Remarks
1 @ mid depth of drilling
(Check applicable)
De-sanding and
□ Recycling
By using
□ Replacement
□ Airlifting
Date /Time Start:
□ Pump
Date / Time Finished:
SHAFT (BEFORE CONCRETING)
Date
Time
Marsh
Funnel
Viscosity
(Sec/Ltr)
mm-dd-yy
Hr:min.
[40-90]
pH
Density
(kg/Ltr.)
Sand
Content
(%)
[N/A]
[1.00 to 1.10]
[ <1.0%]
Level of Sample from Bore Hole
Toe
Remarks
Minimum test:
1 - after finished the drilling
1 - after final cleaning
If SHAFT (BEFORE CONCRETING) for WATER USED
Date
mm-dd-yy
Time
Hr:min.
Marsh
Funnel
Viscosity
(Sec/Ltr)
pH
[N/A]
[7 to 11]
Prepared / Checked by:
(Name, Signature, and Date)
BFPI QA/QC ENGINEER
P2469 QER.03.KP_0.BFPI 07.2021
Density
(kg/Ltr.)
Sand
Content
(%)
[N/A]
[ <1.0%]
Level of Sample from Bore Hole
Toe
Approved by:
Remarks
Noted by:
(Name, Signature, and Date)
(Name, Signature, and Date)
(Name, Signature, and Date)
CONSTRUCTION - SFTE Joint
Venture
QAQC ENGINEER - SFTE Joint
Venture
GC ENGINEER
THIS IS A CONTROLLED FORM
Date:
KING POST PILE H-BEAM REINFORCEMENT RECORD
ITP Reference No.:
MMSP-SFTEJV-101-NAS-ITP-QA-(C-)
900009
Record No.:
Project:
METRO MANILA SUBWAY PROJECT PHASE 1-CP 101
Project No.:
Location: North Avenue Station
Client:
King Post Pile Ref. ID No.:
P2469
SFTE-JV
Pile Type:
IFC/Approved Shop Dwg Ref. :
Rev. No./ Date:
H-BEAMS FABRICATION CHECK
Materials Details Checked:
H-Beam
Section No.
(from top)
Main H-Beams
Design H-Beams Size.
(mm)
Bolts/ Nuts Joint Connection
Qty. (pcs)
Actual H-Beams Size.
(mm)
Conformed
Bolt/ Nuts Dia. (mm)
Yes
No
Stud Bolts Details
Studs Bolts
Conformed
Qty. (pcs)
Ø(mm)
Length
(mm)
Yes
No
Steel Spacer
Conformed
No. of Layers
H-Beam Joint Connection Details
No. per Layer (pcs)
Yes
No
INSPECTION CHECKSHEET
Item
Conformed/
Satisfied
Activities to be Checked
H-Beam
OK
REMARKS
NO
1 Checked rebar/ fabrication engineer holding latest approved AFC drawing during fabrication
2 Checked no. of holes at joint per connection system
5 Checked spacing of bolts on flange and webs based on the drawing
6 Checked H-Beams fabrication with temporary support on the bottom to avoid possible distortion
7 Checked H-Beam be free from rust, rust pits, scale, oil, moisture, or other deleterious matter that would affect welding operation
8 Checked H-Beams secure in position / fixing elements adequate - bolted/ torque
H-Beams Fabrication
9 Checked h-beam based on the inspected segments and verified tagging's per pile schedule
10 Check welded connection of steel spacer to H-beam 4nos. per layer in accordance to IFC drawing
Stud Bolts
11 Checked provision of markings on H-beams for stud bolt welding
12 Stud bolts shall be free from rust, scale, oil, moisture, or other deleterious matter.
13 Checked spacing/ distance of stud bolts center to center based on the IFC drawing
14 Visually checked welded stud bolts to determine 360⁰ full flash with no evidence of undercut into stud base
15 Visually checked welded stud bolts to ensure no discontinuities; Checked completely and acceptable
16 Bend Test performed based on the specification: 30⁰ from its original axis.
17 Bend tested of 5% for every 28 nos. studs/ king post. ( 1no. each side)
18 Follower beams secure in position / fixing elements adequate prior to lifting - holes/ bolted/ torque
19 Check dimensions, sizes of stud bolts
20 Spacers welded/ installed on correct position & spacing in accordance to IFC drawing
Installation
20 Check if follower beams used has correct length and adequate capacity to hold H-beam during connection & final section installation.
21 H-beams clean / free of mud prior to lowering / installation to borehole. - wash by water spraying as necessary.
23 Checked at correct elevations, position & center at the borehole
24 Checked installation/ properly fixed and correct positioning of guide frame upon lowering of H-beam
25 Vertical joint support (welding flange/ bolts) between H-beam and follower adequate to carry weight during lifting / hanging.
Filed by:
Checked by:
(Name, Signature, and Date)
(Name, Signature, and Date)
BFPI OPS ENGINEER
BFPI QA/QC ENGINEER
P2469 QER.04A.KP_0.BFPI 07.2021
Approved by:
(Name, Signature, and Date)
CONSTRUCTION -SFTE Joint
Venture
Noted by:
(Name, Signature, and Date)
QAQC ENGINEER - SFTE
Joint Venture
(Name, Signature, and Date)
GC - ENGINEER
THIS IS A CONTROLLED FORM
Date:
KING POST PILE H-BEAM REINFORCEMENT RECORD
MMSP-SFTEJV-101-NAS-ITPQA-(C-) 900009
ITP Reference No.:
Record No.:
Project:
METRO MANILA SUBWAY PROJECT PHASE 1-CP 101
Location:
North Avenue Station
Project No.: P2469
SFTE-JV
Client:
King Post Pile Ref. ID No.:
Pile Type:
IFC/Approved Shop Dwg Ref. :
Rev. No./ Date:
H-BEAMS FABRICATION CHECK
AA
BB
DD
CC
Top of H-Beam Elev._ __ _ _ _ _ _ _ Elev. _____________
=
Offset Elevation: ___________
-
Dist. from Offset to Bottom elev. of follower Beam: ____________
EGL _ _ _ _ _ _ _ _ _ _ _ _ _ Elev. _________________
H-Beam Section : ______________
Design Length:
_______m +
_______m
=
_________m
Acrual Length:
_______m +
_______m
=
_________m
Spacers:
Distance of spacer center to center : ______________
No. of Layer: ______________
No. of spacer per layer: ________________
Bottom Elevation of H-Beam._ _ _ _ _ _ _ _ _ _ _ Elev. _________________
Toe Elev of Borehole.._ _ _ _ _ _ _ _ _ _ _ Elev. _________________
REMARKS:
Filed by:
Checked by:
(Name, Signature, and Date)
(Name, Signature, and Date)
BFPI OPS ENGINEER
BFPI QA/QC ENGINEER
P2469 QER.04B.KP_0.BFPI 07.2021
Approved by:
(Name, Signature, and Date)
CONSTRUCTION -SFTE Joint
Venture
Noted by:
(Name, Signature, and Date)
QAQC ENGINEER - SFTE Joint
Venture
(Name, Signature, and Date)
GC - ENGINEER
THIS IS A CONTROLLED FORM
Date:
KING POST PILE CONCRETING RECORD
ITP Reference No.
MMSP-SFTEJV-101-NAS-ITP-QA-(C-) 900009
Record No.:
Project:
METRO MANILA SUBWAY PROJECT PHASE 1-CP 101
Project No.: P2469
Location:
North Avenue Station
Client:
SFTE-JV
King Post Pile Ref. No. :
Top of Casing (TOC) Elev. (m) :
Concrete level fr. TOC (m):
Date of Concreting:
Pile Diameter (mm) :
Cut-off Level (COL) Elev. (m) :
a. Target
Concrete Supplier :
Design Pile Length (m ):
Cut-off Level fr. TOC (m):
Concrete Volume (m³) :
Design Compressive Strength (psi) :
a. Design
Existing Ground Level (m) :
Delivery Receiving on-site
Testing On-site
b. Estimated
Pouring Time
Method of Con. Placement: Direct Pouring
Conc. Volume (m³)
Note :
Truck
Number
Time of
Batching
Time of
Testing
* Slump Ht.
1). * Refer to the values set out in the Inspection and Test Plan
No. of
Samples
Start
End
Truck Load Cumulativ
Qty.
e Qty.
2). ** Depth from TOC to Actual Pile Toe Level (Prior to pouring)
Concrete Pump
Line Pump
Others
Concrete Pour Monitoring
Concrete Depth from TOC
(measured from sounding )
Docket Number
@ ________ days
Before
Pouring
(m)
After
Pouring
(m)
A
B
Tremie Length (m)
Rise
(After
Before Pouring
Pouring (m)
Before
Pouring)
C=B-A
D
Embedment
(m)
Distance
Remarks
Tremie pipe bot.
edge to toe level
prior to concrete
(m)
E=D-A
3). Check sedimentation from previous depth measurement (prior to pouring)
INTERRUPTIONS / DELAYS (Workability)
Duration
Break longer than 15 minutes:
T=
minutes
From
Hr:min.
To
To
Hr:min.
Break longer than 15 minutes:
T=
minutes
From
Hr:min.
To
To
Hr:min.
Remarks:
Filled by:
(Name, Signature, and Date)
BFPI - OPERATIONS ENGINEER
P2469 QER.05.KP_0.BFPI 07.2021
Checked by:
(Name, Signature, and Date)
BFPI - QA/QC ENGINEER
Approved by:
(Name, Signature, and Date)
QA/QC ENGINEER -SFTE Joint Venture
Noted by:
(Name, Signature, and Date)
CONSTRUCTION - SFTE Joint Venture
(Name, Signature, and Date)
GC - ENGINEER
THIS IS A CONTROLLED FORM
Date:
MMSP-SFTEJV-101-NAS-ITP-QA-(C-)
ITP Reference No.:
900009
Record No.:
KING POST PILE MORTAR PLACEMENT RECORD
Project:
METRO MANILA SUBWAY PROJECT PHASE 1-CP 101
Location:
North Avenue Station
P2469
Project No.:
SFTE-JV
Client
King Post Pile Ref. No. :
Cut-off Level (COL) Elev. (m) :
Method of Mortar Placement:
Mortar placement:
Pile Diameter (mm) :
Existing Concrete Level fr. TOC (m):
Tremie Pipe
Concrete Pump
Design Pile Length (m ):
Mortar Volume (m³) :
Direct Pouring
Others/ Specify
Top of Casing (TOC) Elev. (m) :
a. Design
Date:
b. Estimated
Delivery Receiving on-site
`
Design Compressive Strength (psi) :
Testing On-site
Pouring Time
Conc. Volume (m³)
Mortar Placement Monitoring
Concrete Depth from TOC
(measured from sounding )
Docket Number
Truck
Number
Time of
Batching
Time of
Testing
* Slump
Time:
Mortar Supplier :
No. of
Samples
Start
End
Truck
Cumulative
Before Pouring
Load Qty.
Qty.
(m)
A
Rise
After Pouring (After Pouring (m)
Before
Pouring)
B
C=B-A
Tremie Length (m)
Before
Pouring
(m)
Embedment
(m)
D
E=D-A
REMARKS
**
INTERRUPTIONS / DELAYS (Workability)
Duration
Break longer than 15 minutes:
T=
minutes
From
Hr:min.
To
Hr:min.
Break longer than 15 minutes:
T=
minutes
From
Hr:min.
To
Hr:min.
Remarks:
Filled by:
Checked by:
Approved by:
Noted by:
(Name, Signature, and Date)
(Name, Signature, and Date)
(Name, Signature, and Date)
(Name, Signature, and Date)
(Name, Signature, and Date)
BFPI - OPERATIONS
ENGINEER
BFPI - QA/QC ENGINEER
CONSTRUCTION - SFTE Joint Venture
QAQC ENGINEER - SFTE Joint Venture
GC - ENGINEER
P2469 QER.06.KP_0.BFPI 07.2021
THIS IS A CONTROLLED FORM
Date:
KING POST PILE BACKFILL RECORDS
MMSP-SFTEJV-101-NASITP-QA-(C-) 900009
Shift:
ITP Reference No.:
Record No:
Project:
METRO MANILA SUBWAY PROJECT PHASE 1-CP 101
Project No:
P2469
DS
Location:
North Avenue Station
Client:
SFTE-JV
NS
Note: Attach Key Plan with "marked" or "highlighted" location requested.
King Post Pile Reference No.:
Pile Diameter (mm):
Pile Type:
Top of Casing (TOC) Elev.:
Zone/ Area:
Existing Ground Elevation:
Grid Line / Location:
Initial Elevation
Final Depth: Elev.
Date (mm/dd/yy)
Backfilling Start:
Time (hh:mm)
Date (mm/dd/yy)
Est. backfill materials vol. (m3):
Backfilling End:
Approved Backfill Materials:
PARTICULARS
Time (hh:mm)
SATISFIED/CONFORMED?
Yes
No
REMARKS (if necessary)
N/A
a. Clear equipment access
b. Free from obstructions
c.
Excavated materials (surplus soil)
provided protection/ berm
d. Properly compacted
f As per approved plan
g
Removal of excess backfill materials
along the pile area.
Filled by:
(Name, Signature & Date)
BFPI - FIELD ENGINEER
P2469 QER.07.KP_0.BFPI 07.2021
Checked by:
(Name, Signature & Date)
BFPI - QA/QC
ENGINEER
Approved by:
(Name, Signature & Date)
CONSTRUCTION - SFTE
Joint Venture
Noted by:
(Name, Signature & Date)
QAQC ENGINEER - SFTE
Joint Venture
(Name, Signature & Date)
GC - ENGINEER
THIS IS A CONTROLLED FORM
13
14
11
12
10
9
8
7
6
4
5
3
2
1
K
K
BORED PILE SCHEDULE 2
J
I
H
5
BORED PILE SCHEDULE 2
BORED PILE SCHEDULE 2
BORED PILE SCHEDULE 2
Mark
N/S
E/W
Mark
N/S
E/W
Mark
N/S
E/W
Mark
N/S
E/W
B-1
B-2
B-3
B-4
B-5
B-6
B-7
B-8
B-9
B-10
B-11
B-12
B-13
B-14
B-15
B-16
B-17
B-18
B-19
B-20
B-21
1621246336
1621247898
1621249468
1621251030
1621242925
1621244487
1621246058
1621247619
1621239027
1621240589
1621242160
1621243721
1621235617
1621237178
1621238749
1621240311
1621231719
1621233280
1621234851
1621236412
1621228308
503810555
503803773
503796951
503790169
503809770
503802987
503796166
503789383
503808872
503802090
503795268
503788486
503808087
503801305
503794483
503787700
503807190
503800407
503793586
503786803
503806404
B-22
B-23
B-24
B-25
B-26
B-27
B-28
B-29
B-30
B-31
B-32
B-33
B-34
B-35
B-36
B-37
B-38
B-39
B-40
B-41
B-42
1621229869
1621231440
1621233002
1621224410
1621225971
1621227542
1621230273
1621220999
1621222561
1621224131
1621225693
1621217101
1621218663
1621220233
1621221795
1621213690
1621215252
1621216823
1621218384
1621209792
1621211354
503799622
503792800
503786018
503805507
503798724
503791903
503785389
503804721
503797939
503791117
503784335
503803824
503797041
503790220
503783437
503803039
503796256
503789435
503782652
503802141
503795359
B-43
B-44
B-45
B-46
B-47
B-48
B-49
B-50
B-51
B-52
B-53
B-54
B-55
B-56
B-57
B-58
B-59
B-60
B-61
B-62
B-63
1621212925
1621214486
1621206381
1621207943
1621209514
1621211075
1621202483
1621204045
1621205616
1621207177
1621199073
1621199952
1621201523
1621203767
1621195175
1621196736
1621198307
1621199869
1621191764
1621193326
1621194896
503788537
503781755
503801356
503794573
503787752
503780969
503800458
503793676
503786854
503780072
503799673
503792733
503785912
503779286
503798776
503791993
503785171
503778389
503797990
503791208
503784386
B-64
B-65
B-66
B-67
B-68
B-69
B-70
B-71
B-72
B-73
B-74
B-75
B-76
B-77
B-78
B-79
B-80
B-81
B-82
B-83
B-84
1621196458
1621187866
1621189428
1621190998
1621192560
1621184455
1621186017
1621187587
1621189149
1621180557
1621182119
1621183689
1621185251
1621177146
1621178708
1621180279
1621181840
1621173248
1621174810
1621176381
1621177942
503777604
503797093
503790310
503783489
503776706
503796307
503789525
503782703
503775921
503795410
503788627
503781806
503775023
503794625
503787842
503781021
503774238
503793727
503786945
503780123
503773340
6
7
7500
8
7500
9
7500
10
7500
11
7500
12
7500
J
I
H
13
7500
14
7500
15
7500
7500
G
G
3500
4000
2000
2000
3500
2000
4000
2000
3500
4000
2000
2000
3500
2000
4000
2000
3500
2000
4000
2000
3500
4000
2000
2000
3500
2000
4000
2000
3500
4000
2000
2000
3500
2000
4000
2000
3500
2000
4000
2000
2000
3550
F
B-1
B-5
B-9
B-13
B-17
B-21
B-25
B-29
B-33
B-37
B-41
B-45
B-49
B-53
B-57
B-61
B-65
B-69
B-73
B-77
B-81
F
6960
3550
A
B
3500
6910
3410
1300
E
B-6
B-10
B-14
B-18
B-22
B-26
B-30
B-34
B-38
B-42
B-46
B-50
B-54
B-58
B-62
B-66
B-70
B-74
B-78
B-82
E
3410
6910
3500
7000
C
B-2
B-7
B-11
B-15
B-19
B-23
B-27
B-31
B-35
B-39
B-43
B-47
B-51
B-55
B-59
B-63
B-67
B-71
B-75
B-79
B-83
6960
D
D
B-3
D
3550
3550
800
E
B-4
B-8
B-12
B-16
B-20
B-24
B-28
B-32
B-36
B-40
B-44
B-48
B-52
B-56
B-60
B-64
B-68
B-72
B-76
B-80
B-84
C
C
BORED PILE B
KEYPLAN:
1 : 150
B
B
Prepared by:
CONTRACTOR
Approved by:
DESIGNER
Approved by:
REVISION
DATE
PROJECT
DESCRIPTION
METRO MANILA SUBWAY PROJECT PHASE-1
Project Manager
DOTr, PMO
13
12
Undersecretary
For Railway, DOTr
Shimizu - Fujita - Takenaka - EEI Joint Venture
11
10
PRC No.
Validity:
IAPOA No.
O.R. No.
PTR No.
DATE:
Place:
TIN:
9
KIYOSHI MIMURA
Project Manager
SFTE JV
Technical Design
NORTH AVENUE STATION
BORED PILES
ARCHITECT / STRUCTURAL ENGINEER / ETC.
Republic of the Philippines
14
STAGE
Initial Design
DEPARTMENT OF TRANSPORTATION
A
PACKAGE CP101
PROJECTION
TITLE
Construction Design
Third Angle
DATE:
12/10/21
SCALE:
INTENDED FORMAT:
As Built
A1
SHEET
DRAWING NO.
8
7
/
/ /7
3
MMSP-SFTEJV-101-NAS-DWG-C-200003
Shimizu - Fujita - Takenaka - EEI Joint Venture
6
5
4
3
A
1 : 150
2
1
REV
A
12/10/2021 3:40:49 pm
Checked by:
14
13
12
11
10
9
8
7
6
5
4
3
2
1
NORTH AVENUE STATION TEMPORARY DESIGN
K
GROUND PLAN(1)
K
S=1/200
B-1 - B-100
J
J
5
6
I
7
7500
8
7500
9
7500
10
7500
11
7500
12
7500
13
7500
7500
14
15
7500
16
7500
B - B
17
7500
18
7500
I
7500
C - C
B-9
B-13
B-17
B-21
B-25
B-29
B-33
B-37
B-41
B-45
B-49
B-53
B-57
B-61
B-65
B-69
B-73
B-77
B-81
B-85
B-87
B-89
B-93
B-6
B-10
B-14
B-18
B-22
B-26
B-30
B-34
B-38
B-42
B-46
B-50
B-54
B-58
B-62
B-66
B-70
B-74
B-78
B-82
B-90
B-94
B-7
B-11
B-15
B-19
B-23
B-27
B-31
B-35
B-39
B-43
B-47
B-51
B-55
B-59
B-63
B-67
B-71
B-75
B-79
B-83
B-91
B-95
B-64
B-68
B-72
B-76
B-80
B-84
B-92
B-96
7000
B-2
B-3
F
B-98
B-102
B-99
B-103
B-100
B-104
F
6960
B-12
B-16
B-20
B-24
B-28
B-32
B-36
B-40
B-44
B-48
B-52
B-56
B-60
B-86
2800 1200
B-88
4550
2950
E
6550
B-8
6550
E
G
3300
6960
4200
B-4
B-101
7000
G
B-97
6960
B-5
6960
B-1
6550
H
6550
H
D
D
4100
3500
4000
3500
4000
3500
4000
3500
4000
3500
4000
3500
4000
3500
4000
3500
4000
3500
4000
3500
4000
3500
4000
3500
4000
3500
4000
C
C
KEY PLAN
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
33
34
35
36
37
38
39
40
41
42
43
44
45
46
47
48
49
50
51
52
Legend
A
B
B
King Post
C
：H-428×407×20×35
φ1200
D
E
A - A
B - B
C - C
D - D
CONTRACTOR
DESIGNER
REVISION
A
DESCRIPTION
DATE
22/JUL/20
PROJECT
METRO MANILA SUBWAY PROJECT PHASE 1
TITLE
First Submission
GROUND PLAN(1)
Shimizu - Fujita - Takenaka - EEI Joint Venture
12
11
10
STAGE
Initial Design
NORTH AVENUE STATION TEMPORARY DESIGN
Republic of the Philippines
13
PACKAGE CP101
PROJECTION
22/JUL/21
DATE
SCALE
DEPARTMENT OF TRANSPORTATION
A
14
B
9
8
B-1 - B-100
Shimizu - Fujita - Takenaka - EEI Joint Venture
7
6
5
4
Technical Design
Construction Design
Third Angle
INTENDED FORMAT
A1
As Built
SHEET REV
DRAWING No.
MMSP-SFTEJV-101-NAS-SHD-TP-100001
3
2
A
1 : 200
1
1
9
A
14
13
12
11
10
9
8
7
6
5
4
2
1
NOTE: Kingpost layout in this drawing is reference only.
Layout shall follow plan drawings.
NORTH AVENUE STATION TEMPORARY DESIGN
K
3
K
CROSS SECTION(2)
SECTION B-B & C-C (B-5 - B-332)
S=1/150
J
KING POST CONNECTION
+136.50m
S=1/15
1100
+136.40m
40
40
407
60 60 60 60
40
40
1 160 85 160 1
1
1
405
407
13400
14900
I
φ25
5
60 40 205 40 60
+136.50m
J
I
40
5@65=325 80 5@65=325
40
407
810
1 160
60
2@80
=160
60
600
:Filling with Mortal(σck=1MPa)
13
14
15
16
17
18
19
20
21
22
23
24
25
26
27
28
30
31
32
33
34
35
36
37
38
39
40
41
42
43
44
45
46
47
48
49
50
51
52
22
22
22
428
428
2500
200
A
B
Concrete
σck=40N/mm2
C
500
B
800
600
2000
2500
29
D
6@200=1200
12
Stud 22φx150
n=28
Yielding strength
above 235N/mm2
C
200
11
6@200=1200
10
D
600
800
600
600
9
Extra Concrete
Stud 22φx150
n=28
Yielding strength
above 235N/mm2
Concrete
σck=40N/mm2
1200
KEY PLAN
8
S=1/25
SECTION
Stud 22φx150
Yielding strength
above 235N/mm2
C
7
L=95mm (18bolts)
H-428x407x20x35
200
104 104
6
2PL-16×280×460
Extra Concrete
:Filling with Concrete(σck=40MPa)
5
F
600
:Filling with Extra Concrete(σck=40MPa)
4
H.T.B(F10T) M22
E
PLAN
:Filling with Surplus Soil
3
407
1200
LEGEND
2
1
6550
KING POST BORED PILE
1
405
4PL-22×160×810
E
D
1
L=120mm (48bolts)
Web
6960
G
60 40 205 40 60
40
2PL-22×405×810
Flange
2000
1200
22
2800
7000
34020
36420
2@75 80 2@75
=150 =150
460
16
B
500
6960
40
Splice Plate
1200
6550
H
60 40 60
22
74
280
74
29100
28500
13500
40
500
F
40
2500 800
3300
G
φ25
5
22
10300
26900
29100
H
E
A - A
B - B
C - C
D - D
CONTRACTOR
DESIGNER
REVISION
A
DESCRIPTION
DATE
22/JUL/20
METRO MANILA SUBWAY PROJECT PHASE 1
TITLE
First Submission
CROSS SECTION(2)
Shimizu - Fujita - Takenaka - EEI Joint Venture
13
12
11
10
STAGE
Initial Design
NORTH AVENUE STATION TEMPORARY DESIGN
Republic of the Philippines
14
PACKAGE CP101
PROJECTION
22/JUL/21
DATE
SCALE
DEPARTMENT OF TRANSPORTATION
A
PROJECT
9
8
SECTION B-B & C-C (B-5 - B-332)
Shimizu - Fujita - Takenaka - EEI Joint Venture
7
6
5
4
3
Technical Design
Construction Design
Third Angle
INTENDED FORMAT
A1
As Built
SHEET REV
DRAWING No.
MMSP-SFTEJV-101-NAS-SHD-TP-100005
2
A
1 : 150,1:25,1:15
1
5
9
A
Roi de Jesus
Structure Inspector
October 21, 2021
2PM
Date:
KING POST PILE SET-OUT DOCUMENTATION
ITP Reference no.:
Record No.:
Project :
Project No. :
Location :
Client:
King Post Pile Ref. ID No.:
IFC Drawing Ref:
Rev. No. / Date:
A. POSITION MEASUREMENT / CHECK
Casing Center
Design Pile Location (Coordinates)
Actual Casing Location (Coordinates)
Offset / Dev.,
e (m)
Difference
Tolerance for Offset Top of Casing
/ Dev. ,e max (m)
(TOC) Elevation
NORTHING
OK
EASTING
NO
Existing Ground
Level (EGL)
B. INCLINATION MEASUREMENT / CHECK
Reference Axis (900) Position
Design Pile Inclination
X - Axis
90°
Y - Axis
90°
Actual Inclination
Tolerance (mm / m)
Remarks
Note : * Refer to the values set out in the Inspection and Test Plan
Comments:
Filled By:
Checked By:
Approved By:
Noted by:
(Name, Signature, and Date)
(Name, Signature, and Date)
(Name, Signature, and Date)
(Name, Signature, and Date)
BFPI - SURVEYOR
BFPI - BFPI QAQC ENGINEER
CONSTRUCTION - JOINT
VENTURE
QAQC ENGINEER - JOINT
VENTURE
P2469 QER.01.KP_0.BFPI 07.2021
(Name, Signature, and Date)
GC ENGINEER
THIS IS A CONTROLLED FORM
Date:
KING POST PILE H-BEAM REINFORCEMENT RECORD
ITP Reference No.:
Record No.:
Project:
Project No.:
Location:
Client:
King Post Pile Ref. ID No.:
Pile Type:
IFC/Approved Shop Dwg Ref. :
Rev. No./ Date:
H-BEAMS FABRICATION CHECK
Materials Details Checked:
H-Beam
Section No.
(from top)
Main H-Beams
Design H-Beams Size.
(mm)
Actual H-Beams Size.
(mm)
Bolts/ Nuts Joint Connection
Conformed
Qty. (pcs)
Bolt/ Nuts Dia. (mm)
Yes
No
Stud Bolts Details
Studs Bolts
Conformed
Qty. (pcs)
Ø(mm)
Length
(mm)
Yes
No
Steel Spacer
Conformed
No. of Layers
H-Beam Joint Connection Details
No. per Layer (pcs)
Yes
No
INSPECTION CHECKSHEET
Item
Conformed/
Satisfied
Activities to be Checked
H-Beam
OK
REMARKS
NO
1 Checked rebar/ fabrication engineer holding latest approved AFC drawing during fabrication
2 Checked no. of holes at joint per connection system
5 Checked spacing of bolts on flange and webs based on the drawing
6 Checked H-Beams fabrication with temporary support on the bottom to avoid possible distortion
7 Checked H-Beam be free from rust, rust pits, scale, oil, moisture, or other deleterious matter that would affect welding operation
8 Checked H-Beams secure in position / fixing elements adequate - bolted/ torque
H-Beams Fabrication
9 Checked h-beam based on the inspected segments and verified tagging's per pile schedule
10 Check welded connection of steel spacer to H-beam 4nos. per layer in accordance to IFC drawing
Stud Bolts
11 Checked provision of markings on H-beams for stud bolt welding
12 Stud bolts shall be free from rust, scale, oil, moisture, or other deleterious matter.
13 Checked spacing/ distance of stud bolts center to center based on the IFC drawing
14 Visually checked welded stud bolts to determine 360⁰ full flash with no evidence of undercut into stud base
15 Visually checked welded stud bolts to ensure no discontinuities; Checked completely and acceptable
16 Bend Test performed based on the specification: 30⁰ from its original axis.
17 Bend tested of 5% for every 28 nos. studs/ king post. ( 1no. each side)
18 Follower beams secure in position / fixing elements adequate prior to lifting - holes/ bolted/ torque
19 Check dimensions, sizes of stud bolts
20 Spacers welded/ installed on correct position & spacing in accordance to IFC drawing
Installation
20 Check if follower beams used has correct length and adequate capacity to hold H-beam during connection & final section installation.
21 H-beams clean / free of mud prior to lowering / installation to borehole. - wash by water spraying as necessary.
23 Checked at correct elevations, position & center at the borehole
24 Checked installation/ properly fixed and correct positioning of guide frame upon lowering of H-beam
25 Vertical joint support (welding flange/ bolts) between H-beam and follower adequate to carry weight during lifting / hanging.
Filed by:
Checked by:
(Name, Signature, and Date)
(Name, Signature, and Date)
BFPI REBAR ENGINEER
BFPI QA/QC ENGINEER
P2469 QER.04A.KP_0.BFPI 07.2021
Approved by:
(Name, Signature, and Date)
CONSTRUCTION - SFTE
Joint Venture
Noted by:
(Name, Signature, and Date)
QAQC ENGINEER - SFTE Joint
Venture
(Name, Signature, and Date)
GC - ENGINEER
THIS IS A CONTROLLED FORM
14
13
12
11
10
9
8
7
6
5
4
3
2
1
NORTH AVENUE STATION TEMPORARY DESIGN
K
GROUND PLAN(4)
K
S=1/200
A-1 - A-20
J
J
1
2
I
3
6500
4
7500
5
7500
6
7500
7
7500
7500
I
7500
A - A
30050
250
1200
7250
H
A
3550
A-1
B
4100
A-14
B-5
3750
5750
1850
A-8
A-11
3800
5500
4800
3400
B-13
B-17
G
B-2
A-5
B-9
A-18
8050
4100
A-10
A-15
A-19
650
6910
F
A-7
B-1
4100
5400
B-6
B-10
B-14
B-18
1850
B-3
B-7
B-11
B-15
B-19
B-8
B-12
B-16
B-20
F
8050
C
4000
A-2
34020
36420
6910
5300
A-4
5850
7000
G
3000
6550
20000
A-17
6960
8635
6550
A-13
D
3550
A-3
A-6
A-9
A-12
A-16
6960
H
A-20
B-4
6550
E
1200
6550
E
8635
E
D
D
Secant Pile Wall
H-500x200x10x16@700mm
6500
4000
4100
4100
5500
4000
4100
3500
4000
3500
4000
3500
C
C
KEY PLAN
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
33
34
35
36
37
38
39
40
41
42
43
44
45
46
47
48
49
50
51
52
Legend
A
B
B
：H-428×407×20×35
φ1200
D
E
A - A
B - B
C - C
DESIGNER
REVISION
A
DESCRIPTION
DATE
22/JUL/20
PROJECT
METRO MANILA SUBWAY PROJECT PHASE 1
TITLE
First Submission
11
10
STAGE
Initial Design
NORTH AVENUE STATION TEMPORARY DESIGN
GROUND PLAN(4)
Shimizu - Fujita - Takenaka - EEI Joint Venture
12
PACKAGE CP101
PROJECTION
Republic of the Philippines
13
：H-500×200×10×16
@700mm
22/JUL/21
DATE
SCALE
DEPARTMENT OF TRANSPORTATION
A
B
D - D
CONTRACTOR
14
Steel Pile Wall
King Post
C
9
8
A-1 - A-20
Shimizu - Fujita - Takenaka - EEI Joint Venture
7
6
5
4
Technical Design
Construction Design
Third Angle
INTENDED FORMAT
A1
As Built
SHEET REV
DRAWING No.
MMSP-SFTEJV-101-NAS-SHD-TP-100007
3
2
A
1 : 200
1
7
9
A
13
14
11
12
10
9
8
7
6
4
5
3
2
1
K
K
BORED PILE SCHEDULE 1
BORED PILE SCHEDULE 1
Mark
N/S
E/W
Mark
N/S
E/W
A-1
A-2
A-3
A-4
A-5
A-6
A-7
A-8
A-9
A-10
1621271873
1621275287
1621275777
1621267975
1621269927
1621271879
1621263980
1621265250
1621267884
1621259984
503814629
503806487
503797673
503813731
503805253
503796775
503812811
503804176
503795855
503811892
A-11
A-12
A-13
A-14
A-15
A-16
A-17
A-18
A-19
A-20
1621261936
1621263888
1621256314
1621256330
1621257941
1621258529
1621253390
1621250726
1621252679
1621254631
503803413
503794935
503816690
503811050
503802493
503793701
503816017
503809760
503801282
503792804
J
J
I
I
H
H
1
2
3
4
5
6100
3740
3000
A-13
G
5200
4000
4100
1300 2700
3550
1790 1760
A
6910
F
A-1
700
A-4
3750
3400
A-7
G
5750
350
A-10
2100
A-14
A-18
F
8700
B
4100
A-17
3700
5500
4800
3400
4100
5400
C
A-2
E
5200
1760 1790
3550
D
D
A-8
A-11
A-15
A-19
E
8700
6910
E
A-5
4000
A-3
4100
A-6
4100
A-9
5500
A-12
4000
A-16
A-20
D
BORED PILE A
1 : 150
C
C
KEYPLAN:
B
B
Prepared by:
CONTRACTOR
Approved by:
DESIGNER
Approved by:
REVISION
DATE
PROJECT
DESCRIPTION
METRO MANILA SUBWAY PROJECT PHASE-1
Project Manager
DOTr, PMO
13
12
Undersecretary
For Railway, DOTr
Shimizu - Fujita - Takenaka - EEI Joint Venture
11
10
PRC No.
Validity:
IAPOA No.
O.R. No.
PTR No.
DATE:
Place:
TIN:
9
KIYOSHI MIMURA
Project Manager
SFTE JV
Technical Design
NORTH AVENUE STATION
BORED PILES
ARCHITECT / STRUCTURAL ENGINEER / ETC.
Republic of the Philippines
14
STAGE
Initial Design
DEPARTMENT OF TRANSPORTATION
A
PACKAGE CP101
PROJECTION
TITLE
Construction Design
Third Angle
DATE:
12/10/21
SCALE:
INTENDED FORMAT:
As Built
A1
SHEET
DRAWING NO.
8
7
/
/ /7
2
MMSP-SFTEJV-101-NAS-DWG-C-200002
Shimizu - Fujita - Takenaka - EEI Joint Venture
6
5
4
3
A
1 : 150
2
1
REV
A
12/10/2021 3:40:49 pm
Checked by:
14
13
12
11
10
9
8
7
6
5
4
2
1
NOTE: Kingpost layout in this drawing is reference only.
Layout shall follow plan drawings.
NORTH AVENUE STATION TEMPORARY DESIGN
K
3
K
CROSS SECTION(4)
SECTION A-A (A-1 - A-20)
S=1/150
J
KING POST CONNECTION
+136.50m
S=1/15
φ25
5
40
40
407
60 60 60 60
40
40
1 160 85 160 1
1
14200
14900
I
405
407
1
1200
+136.40m
60 40 205 40 60
+136.50m
J
I
40
5@65=325 80 5@65=325
40
407
810
1 160
14200
2640 800
2@75 80 2@75
=150 =150
460
22
16
G
60 40 205 40 60
40
1
405
1
407
H.T.B(F10T) M22
2PL-22×405×810
L=120mm (48bolts)
F
4PL-22×160×810
500
3440
Flange
428
428
40
40
Splice Plate
F
22
22
22
60
2@80
=160
60
11760
40
22
74
280
74
30560
30100
28400
30560
G
H
60 40 60
φ25
5
22
H
Web
L=95mm (18bolts)
2PL-16×280×460
1200
8310
8700
8700
1200
8310
34020
36420
E
1200
E
KING POST BORED PILE
S=1/25
LEGEND
D
D
PLAN
:Filling with Surplus Soil
:Filling with Mortal(σck=1MPa)
:Filling with Extra Concrete(σck=40MPa)
:Filling with Concrete(σck=40MPa)
600
H-428x407x20x35
C
C
600
KEY PLAN
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
33
34
35
36
37
38
39
40
41
42
43
44
45
46
47
48
49
50
51
52
600
A
600
Concrete
σck=40N/mm2
B
B
1200
B
C
D
E
A - A
B - B
C - C
D - D
CONTRACTOR
DESIGNER
REVISION
A
DESCRIPTION
DATE
22/JUL/20
METRO MANILA SUBWAY PROJECT PHASE 1
TITLE
First Submission
CROSS SECTION(4)
Shimizu - Fujita - Takenaka - EEI Joint Venture
13
12
11
10
STAGE
Initial Design
NORTH AVENUE STATION TEMPORARY DESIGN
Republic of the Philippines
14
PACKAGE CP101
PROJECTION
22/JUL/21
DATE
SCALE
DEPARTMENT OF TRANSPORTATION
A
PROJECT
9
8
SECTION A-A (A-1 - A-20)
Shimizu - Fujita - Takenaka - EEI Joint Venture
7
6
5
4
3
Technical Design
Construction Design
Third Angle
INTENDED FORMAT
A1
As Built
SHEET REV
DRAWING No.
MMSP-SFTEJV-101-NAS-SHD-TP-100008
2
A
1 : 150,1:25,1:15
1
8
9
A
Roi de Jesus
Structure Inspector
October 21, 2021
2PM
Date:
KING POST PILE SET-OUT DOCUMENTATION
ITP Reference no.:
Record No.:
Project :
Project No. :
Location :
Client:
King Post Pile Ref. ID No.:
IFC Drawing Ref:
Rev. No. / Date:
A. POSITION MEASUREMENT / CHECK
Casing Center
Design Pile Location (Coordinates)
Actual Casing Location (Coordinates)
Offset / Dev.,
e (m)
Difference
Tolerance for Offset Top of Casing
/ Dev. ,e max (m)
(TOC) Elevation
NORTHING
OK
EASTING
NO
Existing Ground
Level (EGL)
B. INCLINATION MEASUREMENT / CHECK
Reference Axis (900) Position
Design Pile Inclination
X - Axis
90°
Y - Axis
90°
Actual Inclination
Tolerance (mm / m)
Remarks
Note : * Refer to the values set out in the Inspection and Test Plan
Comments:
Filled By:
Checked By:
Approved By:
Noted by:
(Name, Signature, and Date)
(Name, Signature, and Date)
(Name, Signature, and Date)
(Name, Signature, and Date)
BFPI - SURVEYOR
BFPI - BFPI QAQC ENGINEER
CONSTRUCTION - JOINT
VENTURE
QAQC ENGINEER - JOINT
VENTURE
P2469 QER.01.KP_0.BFPI 07.2021
(Name, Signature, and Date)
GC ENGINEER
THIS IS A CONTROLLED FORM
Date:
KING POST PILE H-BEAM REINFORCEMENT RECORD
ITP Reference No.:
Record No.:
Project:
Project No.:
Location:
Client:
King Post Pile Ref. ID No.:
Pile Type:
IFC/Approved Shop Dwg Ref. :
Rev. No./ Date:
H-BEAMS FABRICATION CHECK
Materials Details Checked:
H-Beam
Section No.
(from top)
Main H-Beams
Design H-Beams Size.
(mm)
Actual H-Beams Size.
(mm)
Bolts/ Nuts Joint Connection
Conformed
Qty. (pcs)
Bolt/ Nuts Dia. (mm)
Yes
No
Stud Bolts Details
Studs Bolts
Conformed
Qty. (pcs)
Ø(mm)
Length
(mm)
Yes
No
Steel Spacer
Conformed
No. of Layers
H-Beam Joint Connection Details
No. per Layer (pcs)
Yes
No
INSPECTION CHECKSHEET
Item
Conformed/
Satisfied
Activities to be Checked
H-Beam
OK
REMARKS
NO
1 Checked rebar/ fabrication engineer holding latest approved AFC drawing during fabrication
2 Checked no. of holes at joint per connection system
5 Checked spacing of bolts on flange and webs based on the drawing
6 Checked H-Beams fabrication with temporary support on the bottom to avoid possible distortion
7 Checked H-Beam be free from rust, rust pits, scale, oil, moisture, or other deleterious matter that would affect welding operation
8 Checked H-Beams secure in position / fixing elements adequate - bolted/ torque
H-Beams Fabrication
9 Checked h-beam based on the inspected segments and verified tagging's per pile schedule
10 Check welded connection of steel spacer to H-beam 4nos. per layer in accordance to IFC drawing
Stud Bolts
11 Checked provision of markings on H-beams for stud bolt welding
12 Stud bolts shall be free from rust, scale, oil, moisture, or other deleterious matter.
13 Checked spacing/ distance of stud bolts center to center based on the IFC drawing
14 Visually checked welded stud bolts to determine 360⁰ full flash with no evidence of undercut into stud base
15 Visually checked welded stud bolts to ensure no discontinuities; Checked completely and acceptable
16 Bend Test performed based on the specification: 30⁰ from its original axis.
17 Bend tested of 5% for every 28 nos. studs/ king post. ( 1no. each side)
18 Follower beams secure in position / fixing elements adequate prior to lifting - holes/ bolted/ torque
19 Check dimensions, sizes of stud bolts
20 Spacers welded/ installed on correct position & spacing in accordance to IFC drawing
Installation
20 Check if follower beams used has correct length and adequate capacity to hold H-beam during connection & final section installation.
21 H-beams clean / free of mud prior to lowering / installation to borehole. - wash by water spraying as necessary.
23 Checked at correct elevations, position & center at the borehole
24 Checked installation/ properly fixed and correct positioning of guide frame upon lowering of H-beam
25 Vertical joint support (welding flange/ bolts) between H-beam and follower adequate to carry weight during lifting / hanging.
Filed by:
Checked by:
(Name, Signature, and Date)
(Name, Signature, and Date)
BFPI REBAR ENGINEER
BFPI QA/QC ENGINEER
P2469 QER.04A.KP_0.BFPI 07.2021
Approved by:
(Name, Signature, and Date)
CONSTRUCTION - SFTE
Joint Venture
Noted by:
(Name, Signature, and Date)
QAQC ENGINEER - SFTE Joint
Venture
(Name, Signature, and Date)
GC - ENGINEER
THIS IS A CONTROLLED FORM
14
13
12
11
10
9
8
7
6
5
4
3
2
1
NORTH AVENUE STATION TEMPORARY DESIGN
K
GROUND PLAN(4)
K
S=1/200
A-1 - A-20
J
J
1
2
I
3
6500
4
7500
5
7500
6
7500
7
7500
7500
I
7500
A - A
30050
250
1200
7250
H
A
3550
A-1
B
4100
A-14
B-5
3750
5750
1850
A-8
A-11
3800
5500
4800
3400
B-13
B-17
G
B-2
A-5
B-9
A-18
8050
4100
A-10
A-15
A-19
650
6910
F
A-7
B-1
4100
5400
B-6
B-10
B-14
B-18
1850
B-3
B-7
B-11
B-15
B-19
B-8
B-12
B-16
B-20
F
8050
C
4000
A-2
34020
36420
6910
5300
A-4
5850
7000
G
3000
6550
20000
A-17
6960
8635
6550
A-13
D
3550
A-3
A-6
A-9
A-12
A-16
6960
H
A-20
B-4
6550
E
1200
6550
E
8635
E
D
D
Secant Pile Wall
H-500x200x10x16@700mm
6500
4000
4100
4100
5500
4000
4100
3500
4000
3500
4000
3500
C
C
KEY PLAN
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
33
34
35
36
37
38
39
40
41
42
43
44
45
46
47
48
49
50
51
52
Legend
A
B
B
：H-428×407×20×35
φ1200
D
E
A - A
B - B
C - C
DESIGNER
REVISION
A
DESCRIPTION
DATE
22/JUL/20
PROJECT
METRO MANILA SUBWAY PROJECT PHASE 1
TITLE
First Submission
11
10
STAGE
Initial Design
NORTH AVENUE STATION TEMPORARY DESIGN
GROUND PLAN(4)
Shimizu - Fujita - Takenaka - EEI Joint Venture
12
PACKAGE CP101
PROJECTION
Republic of the Philippines
13
：H-500×200×10×16
@700mm
22/JUL/21
DATE
SCALE
DEPARTMENT OF TRANSPORTATION
A
B
D - D
CONTRACTOR
14
Steel Pile Wall
King Post
C
9
8
A-1 - A-20
Shimizu - Fujita - Takenaka - EEI Joint Venture
7
6
5
4
Technical Design
Construction Design
Third Angle
INTENDED FORMAT
A1
As Built
SHEET REV
DRAWING No.
MMSP-SFTEJV-101-NAS-SHD-TP-100007
3
2
A
1 : 200
1
7
9
A
13
14
11
12
10
9
8
7
6
4
5
3
2
1
K
K
BORED PILE SCHEDULE 1
BORED PILE SCHEDULE 1
Mark
N/S
E/W
Mark
N/S
E/W
A-1
A-2
A-3
A-4
A-5
A-6
A-7
A-8
A-9
A-10
1621271873
1621275287
1621275777
1621267975
1621269927
1621271879
1621263980
1621265250
1621267884
1621259984
503814629
503806487
503797673
503813731
503805253
503796775
503812811
503804176
503795855
503811892
A-11
A-12
A-13
A-14
A-15
A-16
A-17
A-18
A-19
A-20
1621261936
1621263888
1621256314
1621256330
1621257941
1621258529
1621253390
1621250726
1621252679
1621254631
503803413
503794935
503816690
503811050
503802493
503793701
503816017
503809760
503801282
503792804
J
J
I
I
H
H
1
2
3
4
5
6100
3740
3000
A-13
G
5200
4000
4100
1300 2700
3550
1790 1760
A
6910
F
A-1
700
A-4
3750
3400
A-7
G
5750
350
A-10
2100
A-14
A-18
F
8700
B
4100
A-17
3700
5500
4800
3400
4100
5400
C
A-2
E
5200
1760 1790
3550
D
D
A-8
A-11
A-15
A-19
E
8700
6910
E
A-5
4000
A-3
4100
A-6
4100
A-9
5500
A-12
4000
A-16
A-20
D
BORED PILE A
1 : 150
C
C
KEYPLAN:
B
B
Prepared by:
CONTRACTOR
Approved by:
DESIGNER
Approved by:
REVISION
DATE
PROJECT
DESCRIPTION
METRO MANILA SUBWAY PROJECT PHASE-1
Project Manager
DOTr, PMO
13
12
Undersecretary
For Railway, DOTr
Shimizu - Fujita - Takenaka - EEI Joint Venture
11
10
PRC No.
Validity:
IAPOA No.
O.R. No.
PTR No.
DATE:
Place:
TIN:
9
KIYOSHI MIMURA
Project Manager
SFTE JV
Technical Design
NORTH AVENUE STATION
BORED PILES
ARCHITECT / STRUCTURAL ENGINEER / ETC.
Republic of the Philippines
14
STAGE
Initial Design
DEPARTMENT OF TRANSPORTATION
A
PACKAGE CP101
PROJECTION
TITLE
Construction Design
Third Angle
DATE:
12/10/21
SCALE:
INTENDED FORMAT:
As Built
A1
SHEET
DRAWING NO.
8
7
/
/ /7
2
MMSP-SFTEJV-101-NAS-DWG-C-200002
Shimizu - Fujita - Takenaka - EEI Joint Venture
6
5
4
3
A
1 : 150
2
1
REV
A
12/10/2021 3:40:49 pm
Checked by:
14
13
12
11
10
9
8
7
6
5
4
2
1
NOTE: Kingpost layout in this drawing is reference only.
Layout shall follow plan drawings.
NORTH AVENUE STATION TEMPORARY DESIGN
K
3
K
CROSS SECTION(4)
SECTION A-A (A-1 - A-20)
S=1/150
J
KING POST CONNECTION
+136.50m
S=1/15
φ25
5
40
40
407
60 60 60 60
40
40
1 160 85 160 1
1
14200
14900
I
405
407
1
1200
+136.40m
60 40 205 40 60
+136.50m
J
I
40
5@65=325 80 5@65=325
40
407
810
1 160
14200
2640 800
2@75 80 2@75
=150 =150
460
22
16
G
60 40 205 40 60
40
1
405
1
407
H.T.B(F10T) M22
2PL-22×405×810
L=120mm (48bolts)
F
4PL-22×160×810
500
3440
Flange
428
428
40
40
Splice Plate
F
22
22
22
60
2@80
=160
60
11760
40
22
74
280
74
30560
30100
28400
30560
G
H
60 40 60
φ25
5
22
H
Web
L=95mm (18bolts)
2PL-16×280×460
1200
8310
8700
8700
1200
8310
34020
36420
E
1200
E
KING POST BORED PILE
S=1/25
LEGEND
D
D
PLAN
:Filling with Surplus Soil
:Filling with Mortal(σck=1MPa)
:Filling with Extra Concrete(σck=40MPa)
:Filling with Concrete(σck=40MPa)
600
H-428x407x20x35
C
C
600
KEY PLAN
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
33
34
35
36
37
38
39
40
41
42
43
44
45
46
47
48
49
50
51
52
600
A
600
Concrete
σck=40N/mm2
B
B
1200
B
C
D
E
A - A
B - B
C - C
D - D
CONTRACTOR
DESIGNER
REVISION
A
DESCRIPTION
DATE
22/JUL/20
METRO MANILA SUBWAY PROJECT PHASE 1
TITLE
First Submission
CROSS SECTION(4)
Shimizu - Fujita - Takenaka - EEI Joint Venture
13
12
11
10
STAGE
Initial Design
NORTH AVENUE STATION TEMPORARY DESIGN
Republic of the Philippines
14
PACKAGE CP101
PROJECTION
22/JUL/21
DATE
SCALE
DEPARTMENT OF TRANSPORTATION
A
PROJECT
9
8
SECTION A-A (A-1 - A-20)
Shimizu - Fujita - Takenaka - EEI Joint Venture
7
6
5
4
3
Technical Design
Construction Design
Third Angle
INTENDED FORMAT
A1
As Built
SHEET REV
DRAWING No.
MMSP-SFTEJV-101-NAS-SHD-TP-100008
2
A
1 : 150,1:25,1:15
1
8
9
A
Roi de Jesus
Structure Inspector
October 21, 2021
2PM
Date:
KING POST PILE DRILLING DOCUMENTATION
ITP Reference No.:
MMSP-SFTEJV-101-NAS-ITPQA-(C-) 900009
Record No.:
Project:
METRO MANILA SUBWAY PROJECT PHASE 1-CP 101
Location:
North Avenue Station
PILE REFERENCE
Project No.:
P2469
Client:
SFTE-JV
DRILLING RECORD
King Post Pile Ref. ID No.
Depth from TOC (m)
Pile Type
Time
(hh:mm)
* Tool Used
B, C)
(A,
TOC EL.
Soil Description
EGL (from TOC)
_____________________
____________________
Pile Diameter (m)
Top of Casing (TOC) Elev.
Existing Ground (EGL) Elev. (m)
Design Pile Toe Elevation (m)
Design Drill Depth fr. TOC (m)
Actual Drill Depth (m)
BORING/DRILL EQUIPMENT
Type
Operator
BORE SUPPORT
□ Fully Cased
□ Starter Casing,
_________ m
FLUID TYPE
□ Water
□ Bentonite
□ Polymer
□ None
BORING/DRILL RECORD
Date (mm/dd/yy)
Drilling Start
Time (hh:mm)
Date (mm/dd/yy)
Drilling End
Time (hh:mm)
Filled by:
(Name, Signature, and Date)
BFPI - OPERATIONS ENGINEER
Checked by:
(Name, Signature, and Date)
BFPI - QA/QC ENGINEER
Approved by:
(Name, Signature, and Date)
CONSTRUCTION - SFTE Joint Venture
(Name, Signature, and Date)
QAQC Engineer- SFTE Joint Venture
Noted by:
(Name, Signature, and Date)
GC ENGINEER
Remarks:
________________________ DESIGN TOE EL.
*
Tool Used for Drilling (input initial): ___________
______________________
ACTUAL TOE EL.
A - Auger
B - Drilling Bucket
C - Core Barrel
P2469 QER.02.KP_0.BFPI 07.2021
Toe cleaning method:
□ Cleaning Bucket
□ Air Lifting
THIS IS A CONTROLLED FORM
Date:
KING POST PILE POLYMER SLURRY TEST RECORD
ITP Reference No.:
MMSP-SFTEJV-101-NAS-ITP-QA(C-) 900009
Record No.:
Project :
METRO MANILA SUBWAY PROJECT PHASE 1-CP 101
Project No. :
Location :
North Avenue Station
Client:
King Post Pile Ref. ID No.:
Polymer:
MIXING PARAMETER / RATIO
Water :
m3
Source:
Slurry :
Slurry :
Brand:
Brand:
m3
Reminder: Fresh Slurry sampling / testing should be carried after mix has achieved required curing time in the material specification.
FRESH MIX
Date
mm-dd-yy
Time
Hr:min.
Marsh
Funnel
Viscosity
(Sec/Ltr)
pH
[40-100]
[7 to 11]
Density
(kg/Ltr.)
Sand
Content
(%)
[ <1.10]
[N/A]
Sample Location (Tank No.)
Remarks
every fresh mix
RE-FRESHING / RECYCLING
Date
mm-dd-yy
Time
Hr:min.
Marsh
Funnel
Viscosity
(Sec/Ltr)
pH
[40-100]
[7 to 11]
Density
(kg/Ltr.)
Sand
Content
(%)
[ <1.10]
[N/A]
Sample Location (Tank No.)
Remarks
every mix, before mixing and after mixing
PILE SHAFT (DURING DRILLING)
Date
mm-dd-yy
Time
Hr:min.
Marsh
Funnel
Viscosity
(Sec/Ltr)
pH
[40-100]
[7 to 11]
Density
(kg/Ltr.)
Sand
Content
(%)
[ <1.25]
[N/A]
Level of Sample from Bore Hole
Toe
Remarks
1 @ mid depth of drilling
(Check applicable)
De-sanding and
□ Recycling
By using
□ Replacement
□ Airlifting
Date /Time Start:
□ Pump
Date / Time Finished:
SHAFT (BEFORE CONCRETING)
Date
Time
Marsh
Funnel
Viscosity
(Sec/Ltr)
mm-dd-yy
Hr:min.
[40-90]
pH
Density
(kg/Ltr.)
Sand
Content
(%)
[N/A]
[1.00 to 1.10]
[ <1.0%]
Level of Sample from Bore Hole
Toe
Remarks
Minimum test:
1 - after finished the drilling
1 - after final cleaning
If SHAFT (BEFORE CONCRETING) for WATER USED
Date
mm-dd-yy
Time
Hr:min.
Marsh
Funnel
Viscosity
(Sec/Ltr)
pH
[N/A]
[7 to 11]
Prepared / Checked by:
(Name, Signature, and Date)
BFPI QA/QC ENGINEER
P2469 QER.03.KP_0.BFPI 07.2021
Density
(kg/Ltr.)
Sand
Content
(%)
[N/A]
[ <1.0%]
Level of Sample from Bore Hole
Toe
Approved by:
Remarks
Noted by:
(Name, Signature, and Date)
(Name, Signature, and Date)
(Name, Signature, and Date)
CONSTRUCTION - SFTE Joint
Venture
QAQC ENGINEER - SFTE Joint
Venture
GC ENGINEER
THIS IS A CONTROLLED FORM
Date:
KING POST PILE H-BEAM REINFORCEMENT RECORD
ITP Reference No.:
MMSP-SFTEJV-101-NAS-ITP-QA-(C-)
900009
Record No.:
Project:
METRO MANILA SUBWAY PROJECT PHASE 1-CP 101
Project No.:
Location: North Avenue Station
Client:
King Post Pile Ref. ID No.:
P2469
SFTE-JV
Pile Type:
IFC/Approved Shop Dwg Ref. :
Rev. No./ Date:
H-BEAMS FABRICATION CHECK
Materials Details Checked:
H-Beam
Section No.
(from top)
Main H-Beams
Design H-Beams Size.
(mm)
Bolts/ Nuts Joint Connection
Qty. (pcs)
Actual H-Beams Size.
(mm)
Conformed
Bolt/ Nuts Dia. (mm)
Yes
No
Stud Bolts Details
Studs Bolts
Conformed
Qty. (pcs)
Ø(mm)
Length
(mm)
Yes
No
Steel Spacer
Conformed
No. of Layers
H-Beam Joint Connection Details
No. per Layer (pcs)
Yes
No
INSPECTION CHECKSHEET
Item
Conformed/
Satisfied
Activities to be Checked
H-Beam
OK
REMARKS
NO
1 Checked rebar/ fabrication engineer holding latest approved AFC drawing during fabrication
2 Checked no. of holes at joint per connection system
5 Checked spacing of bolts on flange and webs based on the drawing
6 Checked H-Beams fabrication with temporary support on the bottom to avoid possible distortion
7 Checked H-Beam be free from rust, rust pits, scale, oil, moisture, or other deleterious matter that would affect welding operation
8 Checked H-Beams secure in position / fixing elements adequate - bolted/ torque
H-Beams Fabrication
9 Checked h-beam based on the inspected segments and verified tagging's per pile schedule
10 Check welded connection of steel spacer to H-beam 4nos. per layer in accordance to IFC drawing
Stud Bolts
11 Checked provision of markings on H-beams for stud bolt welding
12 Stud bolts shall be free from rust, scale, oil, moisture, or other deleterious matter.
13 Checked spacing/ distance of stud bolts center to center based on the IFC drawing
14 Visually checked welded stud bolts to determine 360⁰ full flash with no evidence of undercut into stud base
15 Visually checked welded stud bolts to ensure no discontinuities; Checked completely and acceptable
16 Bend Test performed based on the specification: 30⁰ from its original axis.
17 Bend tested of 5% for every 28 nos. studs/ king post. ( 1no. each side)
18 Follower beams secure in position / fixing elements adequate prior to lifting - holes/ bolted/ torque
19 Check dimensions, sizes of stud bolts
20 Spacers welded/ installed on correct position & spacing in accordance to IFC drawing
Installation
20 Check if follower beams used has correct length and adequate capacity to hold H-beam during connection & final section installation.
21 H-beams clean / free of mud prior to lowering / installation to borehole. - wash by water spraying as necessary.
23 Checked at correct elevations, position & center at the borehole
24 Checked installation/ properly fixed and correct positioning of guide frame upon lowering of H-beam
25 Vertical joint support (welding flange/ bolts) between H-beam and follower adequate to carry weight during lifting / hanging.
Filed by:
Checked by:
(Name, Signature, and Date)
(Name, Signature, and Date)
BFPI OPS ENGINEER
BFPI QA/QC ENGINEER
P2469 QER.04A.KP_0.BFPI 07.2021
Approved by:
(Name, Signature, and Date)
CONSTRUCTION -SFTE Joint
Venture
Noted by:
(Name, Signature, and Date)
QAQC ENGINEER - SFTE
Joint Venture
(Name, Signature, and Date)
GC - ENGINEER
THIS IS A CONTROLLED FORM
Date:
KING POST PILE H-BEAM REINFORCEMENT RECORD
MMSP-SFTEJV-101-NAS-ITPQA-(C-) 900009
ITP Reference No.:
Record No.:
Project:
METRO MANILA SUBWAY PROJECT PHASE 1-CP 101
Location:
North Avenue Station
Project No.: P2469
SFTE-JV
Client:
King Post Pile Ref. ID No.:
Pile Type:
IFC/Approved Shop Dwg Ref. :
Rev. No./ Date:
H-BEAMS FABRICATION CHECK
AA
BB
DD
CC
Top of H-Beam Elev._ __ _ _ _ _ _ _ Elev. _____________
=
Offset Elevation: ___________
-
Dist. from Offset to Bottom elev. of follower Beam: ____________
EGL _ _ _ _ _ _ _ _ _ _ _ _ _ Elev. _________________
H-Beam Section : ______________
Design Length:
_______m +
_______m
=
_________m
Acrual Length:
_______m +
_______m
=
_________m
Spacers:
Distance of spacer center to center : ______________
No. of Layer: ______________
No. of spacer per layer: ________________
Bottom Elevation of H-Beam._ _ _ _ _ _ _ _ _ _ _ Elev. _________________
Toe Elev of Borehole.._ _ _ _ _ _ _ _ _ _ _ Elev. _________________
REMARKS:
Filed by:
Checked by:
(Name, Signature, and Date)
(Name, Signature, and Date)
BFPI OPS ENGINEER
BFPI QA/QC ENGINEER
P2469 QER.04B.KP_0.BFPI 07.2021
Approved by:
(Name, Signature, and Date)
CONSTRUCTION -SFTE Joint
Venture
Noted by:
(Name, Signature, and Date)
QAQC ENGINEER - SFTE Joint
Venture
(Name, Signature, and Date)
GC - ENGINEER
THIS IS A CONTROLLED FORM
Date:
KING POST PILE CONCRETING RECORD
ITP Reference No.
MMSP-SFTEJV-101-NAS-ITP-QA-(C-) 900009
Record No.:
Project:
METRO MANILA SUBWAY PROJECT PHASE 1-CP 101
Project No.: P2469
Location:
North Avenue Station
Client:
SFTE-JV
King Post Pile Ref. No. :
Top of Casing (TOC) Elev. (m) :
Concrete level fr. TOC (m):
Date of Concreting:
Pile Diameter (mm) :
Cut-off Level (COL) Elev. (m) :
a. Target
Concrete Supplier :
Design Pile Length (m ):
Cut-off Level fr. TOC (m):
Concrete Volume (m³) :
Design Compressive Strength (psi) :
a. Design
Existing Ground Level (m) :
Delivery Receiving on-site
Testing On-site
b. Estimated
Pouring Time
Method of Con. Placement: Direct Pouring
Conc. Volume (m³)
Note :
Truck
Number
Time of
Batching
Time of
Testing
* Slump Ht.
1). * Refer to the values set out in the Inspection and Test Plan
No. of
Samples
Start
End
Truck Load Cumulativ
Qty.
e Qty.
2). ** Depth from TOC to Actual Pile Toe Level (Prior to pouring)
Concrete Pump
Line Pump
Others
Concrete Pour Monitoring
Concrete Depth from TOC
(measured from sounding )
Docket Number
@ ________ days
Before
Pouring
(m)
After
Pouring
(m)
A
B
Tremie Length (m)
Rise
(After
Before Pouring
Pouring (m)
Before
Pouring)
C=B-A
D
Embedment
(m)
Distance
Remarks
Tremie pipe bot.
edge to toe level
prior to concrete
(m)
E=D-A
3). Check sedimentation from previous depth measurement (prior to pouring)
INTERRUPTIONS / DELAYS (Workability)
Duration
Break longer than 15 minutes:
T=
minutes
From
Hr:min.
To
To
Hr:min.
Break longer than 15 minutes:
T=
minutes
From
Hr:min.
To
To
Hr:min.
Remarks:
Filled by:
(Name, Signature, and Date)
BFPI - OPERATIONS ENGINEER
P2469 QER.05.KP_0.BFPI 07.2021
Checked by:
(Name, Signature, and Date)
BFPI - QA/QC ENGINEER
Approved by:
(Name, Signature, and Date)
QA/QC ENGINEER -SFTE Joint Venture
Noted by:
(Name, Signature, and Date)
CONSTRUCTION - SFTE Joint Venture
(Name, Signature, and Date)
GC - ENGINEER
THIS IS A CONTROLLED FORM
Date:
MMSP-SFTEJV-101-NAS-ITP-QA-(C-)
ITP Reference No.:
900009
Record No.:
KING POST PILE MORTAR PLACEMENT RECORD
Project:
METRO MANILA SUBWAY PROJECT PHASE 1-CP 101
Location:
North Avenue Station
P2469
Project No.:
SFTE-JV
Client
King Post Pile Ref. No. :
Cut-off Level (COL) Elev. (m) :
Method of Mortar Placement:
Mortar placement:
Pile Diameter (mm) :
Existing Concrete Level fr. TOC (m):
Tremie Pipe
Concrete Pump
Design Pile Length (m ):
Mortar Volume (m³) :
Direct Pouring
Others/ Specify
Top of Casing (TOC) Elev. (m) :
a. Design
Date:
b. Estimated
Delivery Receiving on-site
`
Design Compressive Strength (psi) :
Testing On-site
Pouring Time
Conc. Volume (m³)
Mortar Placement Monitoring
Concrete Depth from TOC
(measured from sounding )
Docket Number
Truck
Number
Time of
Batching
Time of
Testing
* Slump
Time:
Mortar Supplier :
No. of
Samples
Start
End
Truck
Cumulative
Before Pouring
Load Qty.
Qty.
(m)
A
Rise
After Pouring (After Pouring (m)
Before
Pouring)
B
C=B-A
Tremie Length (m)
Before
Pouring
(m)
Embedment
(m)
D
E=D-A
REMARKS
**
INTERRUPTIONS / DELAYS (Workability)
Duration
Break longer than 15 minutes:
T=
minutes
From
Hr:min.
To
Hr:min.
Break longer than 15 minutes:
T=
minutes
From
Hr:min.
To
Hr:min.
Remarks:
Filled by:
Checked by:
Approved by:
Noted by:
(Name, Signature, and Date)
(Name, Signature, and Date)
(Name, Signature, and Date)
(Name, Signature, and Date)
(Name, Signature, and Date)
BFPI - OPERATIONS
ENGINEER
BFPI - QA/QC ENGINEER
CONSTRUCTION - SFTE Joint Venture
QAQC ENGINEER - SFTE Joint Venture
GC - ENGINEER
P2469 QER.06.KP_0.BFPI 07.2021
THIS IS A CONTROLLED FORM
Date:
KING POST PILE BACKFILL RECORDS
MMSP-SFTEJV-101-NASITP-QA-(C-) 900009
Shift:
ITP Reference No.:
Record No:
Project:
METRO MANILA SUBWAY PROJECT PHASE 1-CP 101
Project No:
P2469
DS
Location:
North Avenue Station
Client:
SFTE-JV
NS
Note: Attach Key Plan with "marked" or "highlighted" location requested.
King Post Pile Reference No.:
Pile Diameter (mm):
Pile Type:
Top of Casing (TOC) Elev.:
Zone/ Area:
Existing Ground Elevation:
Grid Line / Location:
Initial Elevation
Final Depth: Elev.
Date (mm/dd/yy)
Backfilling Start:
Time (hh:mm)
Date (mm/dd/yy)
Est. backfill materials vol. (m3):
Backfilling End:
Approved Backfill Materials:
PARTICULARS
Time (hh:mm)
SATISFIED/CONFORMED?
Yes
No
REMARKS (if necessary)
N/A
a. Clear equipment access
b. Free from obstructions
c.
Excavated materials (surplus soil)
provided protection/ berm
d. Properly compacted
f As per approved plan
g
Removal of excess backfill materials
along the pile area.
Filled by:
(Name, Signature & Date)
BFPI - FIELD ENGINEER
P2469 QER.07.KP_0.BFPI 07.2021
Checked by:
(Name, Signature & Date)
BFPI - QA/QC
ENGINEER
Approved by:
(Name, Signature & Date)
CONSTRUCTION - SFTE
Joint Venture
Noted by:
(Name, Signature & Date)
QAQC ENGINEER - SFTE
Joint Venture
(Name, Signature & Date)
GC - ENGINEER
THIS IS A CONTROLLED FORM
13
14
11
12
10
9
8
7
6
4
5
3
2
1
K
K
BORED PILE SCHEDULE 2
J
I
H
5
BORED PILE SCHEDULE 2
BORED PILE SCHEDULE 2
BORED PILE SCHEDULE 2
Mark
N/S
E/W
Mark
N/S
E/W
Mark
N/S
E/W
Mark
N/S
E/W
B-1
B-2
B-3
B-4
B-5
B-6
B-7
B-8
B-9
B-10
B-11
B-12
B-13
B-14
B-15
B-16
B-17
B-18
B-19
B-20
B-21
1621246336
1621247898
1621249468
1621251030
1621242925
1621244487
1621246058
1621247619
1621239027
1621240589
1621242160
1621243721
1621235617
1621237178
1621238749
1621240311
1621231719
1621233280
1621234851
1621236412
1621228308
503810555
503803773
503796951
503790169
503809770
503802987
503796166
503789383
503808872
503802090
503795268
503788486
503808087
503801305
503794483
503787700
503807190
503800407
503793586
503786803
503806404
B-22
B-23
B-24
B-25
B-26
B-27
B-28
B-29
B-30
B-31
B-32
B-33
B-34
B-35
B-36
B-37
B-38
B-39
B-40
B-41
B-42
1621229869
1621231440
1621233002
1621224410
1621225971
1621227542
1621230273
1621220999
1621222561
1621224131
1621225693
1621217101
1621218663
1621220233
1621221795
1621213690
1621215252
1621216823
1621218384
1621209792
1621211354
503799622
503792800
503786018
503805507
503798724
503791903
503785389
503804721
503797939
503791117
503784335
503803824
503797041
503790220
503783437
503803039
503796256
503789435
503782652
503802141
503795359
B-43
B-44
B-45
B-46
B-47
B-48
B-49
B-50
B-51
B-52
B-53
B-54
B-55
B-56
B-57
B-58
B-59
B-60
B-61
B-62
B-63
1621212925
1621214486
1621206381
1621207943
1621209514
1621211075
1621202483
1621204045
1621205616
1621207177
1621199073
1621199952
1621201523
1621203767
1621195175
1621196736
1621198307
1621199869
1621191764
1621193326
1621194896
503788537
503781755
503801356
503794573
503787752
503780969
503800458
503793676
503786854
503780072
503799673
503792733
503785912
503779286
503798776
503791993
503785171
503778389
503797990
503791208
503784386
B-64
B-65
B-66
B-67
B-68
B-69
B-70
B-71
B-72
B-73
B-74
B-75
B-76
B-77
B-78
B-79
B-80
B-81
B-82
B-83
B-84
1621196458
1621187866
1621189428
1621190998
1621192560
1621184455
1621186017
1621187587
1621189149
1621180557
1621182119
1621183689
1621185251
1621177146
1621178708
1621180279
1621181840
1621173248
1621174810
1621176381
1621177942
503777604
503797093
503790310
503783489
503776706
503796307
503789525
503782703
503775921
503795410
503788627
503781806
503775023
503794625
503787842
503781021
503774238
503793727
503786945
503780123
503773340
6
7
7500
8
7500
9
7500
10
7500
11
7500
12
7500
J
I
H
13
7500
14
7500
15
7500
7500
G
G
3500
4000
2000
2000
3500
2000
4000
2000
3500
4000
2000
2000
3500
2000
4000
2000
3500
2000
4000
2000
3500
4000
2000
2000
3500
2000
4000
2000
3500
4000
2000
2000
3500
2000
4000
2000
3500
2000
4000
2000
2000
3550
F
B-1
B-5
B-9
B-13
B-17
B-21
B-25
B-29
B-33
B-37
B-41
B-45
B-49
B-53
B-57
B-61
B-65
B-69
B-73
B-77
B-81
F
6960
3550
A
B
3500
6910
3410
1300
E
B-6
B-10
B-14
B-18
B-22
B-26
B-30
B-34
B-38
B-42
B-46
B-50
B-54
B-58
B-62
B-66
B-70
B-74
B-78
B-82
E
3410
6910
3500
7000
C
B-2
B-7
B-11
B-15
B-19
B-23
B-27
B-31
B-35
B-39
B-43
B-47
B-51
B-55
B-59
B-63
B-67
B-71
B-75
B-79
B-83
6960
D
D
B-3
D
3550
3550
800
E
B-4
B-8
B-12
B-16
B-20
B-24
B-28
B-32
B-36
B-40
B-44
B-48
B-52
B-56
B-60
B-64
B-68
B-72
B-76
B-80
B-84
C
C
BORED PILE B
KEYPLAN:
1 : 150
B
B
Prepared by:
CONTRACTOR
Approved by:
DESIGNER
Approved by:
REVISION
DATE
PROJECT
DESCRIPTION
METRO MANILA SUBWAY PROJECT PHASE-1
Project Manager
DOTr, PMO
13
12
Undersecretary
For Railway, DOTr
Shimizu - Fujita - Takenaka - EEI Joint Venture
11
10
PRC No.
Validity:
IAPOA No.
O.R. No.
PTR No.
DATE:
Place:
TIN:
9
KIYOSHI MIMURA
Project Manager
SFTE JV
Technical Design
NORTH AVENUE STATION
BORED PILES
ARCHITECT / STRUCTURAL ENGINEER / ETC.
Republic of the Philippines
14
STAGE
Initial Design
DEPARTMENT OF TRANSPORTATION
A
PACKAGE CP101
PROJECTION
TITLE
Construction Design
Third Angle
DATE:
12/10/21
SCALE:
INTENDED FORMAT:
As Built
A1
SHEET
DRAWING NO.
8
7
/
/ /7
3
MMSP-SFTEJV-101-NAS-DWG-C-200003
Shimizu - Fujita - Takenaka - EEI Joint Venture
6
5
4
3
A
1 : 150
2
1
REV
A
12/10/2021 3:40:49 pm
Checked by:
14
13
12
11
10
9
8
7
6
5
4
3
2
1
NORTH AVENUE STATION TEMPORARY DESIGN
K
GROUND PLAN(1)
K
S=1/200
B-1 - B-100
J
J
5
6
I
7
7500
8
7500
9
7500
10
7500
11
7500
12
7500
13
7500
7500
14
15
7500
16
7500
B - B
17
7500
18
7500
I
7500
C - C
B-9
B-13
B-17
B-21
B-25
B-29
B-33
B-37
B-41
B-45
B-49
B-53
B-57
B-61
B-65
B-69
B-73
B-77
B-81
B-85
B-87
B-89
B-93
B-6
B-10
B-14
B-18
B-22
B-26
B-30
B-34
B-38
B-42
B-46
B-50
B-54
B-58
B-62
B-66
B-70
B-74
B-78
B-82
B-90
B-94
B-7
B-11
B-15
B-19
B-23
B-27
B-31
B-35
B-39
B-43
B-47
B-51
B-55
B-59
B-63
B-67
B-71
B-75
B-79
B-83
B-91
B-95
B-64
B-68
B-72
B-76
B-80
B-84
B-92
B-96
7000
B-2
B-3
F
B-98
B-102
B-99
B-103
B-100
B-104
F
6960
B-12
B-16
B-20
B-24
B-28
B-32
B-36
B-40
B-44
B-48
B-52
B-56
B-60
B-86
2800 1200
B-88
4550
2950
E
6550
B-8
6550
E
G
3300
6960
4200
B-4
B-101
7000
G
B-97
6960
B-5
6960
B-1
6550
H
6550
H
D
D
4100
3500
4000
3500
4000
3500
4000
3500
4000
3500
4000
3500
4000
3500
4000
3500
4000
3500
4000
3500
4000
3500
4000
3500
4000
3500
4000
C
C
KEY PLAN
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
33
34
35
36
37
38
39
40
41
42
43
44
45
46
47
48
49
50
51
52
Legend
A
B
B
King Post
C
：H-428×407×20×35
φ1200
D
E
A - A
B - B
C - C
D - D
CONTRACTOR
DESIGNER
REVISION
A
DESCRIPTION
DATE
22/JUL/20
PROJECT
METRO MANILA SUBWAY PROJECT PHASE 1
TITLE
First Submission
GROUND PLAN(1)
Shimizu - Fujita - Takenaka - EEI Joint Venture
12
11
10
STAGE
Initial Design
NORTH AVENUE STATION TEMPORARY DESIGN
Republic of the Philippines
13
PACKAGE CP101
PROJECTION
22/JUL/21
DATE
SCALE
DEPARTMENT OF TRANSPORTATION
A
14
B
9
8
B-1 - B-100
Shimizu - Fujita - Takenaka - EEI Joint Venture
7
6
5
4
Technical Design
Construction Design
Third Angle
INTENDED FORMAT
A1
As Built
SHEET REV
DRAWING No.
MMSP-SFTEJV-101-NAS-SHD-TP-100001
3
2
A
1 : 200
1
1
9
A
14
13
12
11
10
9
8
7
6
5
4
2
1
NOTE: Kingpost layout in this drawing is reference only.
Layout shall follow plan drawings.
NORTH AVENUE STATION TEMPORARY DESIGN
K
3
K
CROSS SECTION(2)
SECTION B-B & C-C (B-5 - B-332)
S=1/150
J
KING POST CONNECTION
+136.50m
S=1/15
1100
+136.40m
40
40
407
60 60 60 60
40
40
1 160 85 160 1
1
1
405
407
13400
14900
I
φ25
5
60 40 205 40 60
+136.50m
J
I
40
5@65=325 80 5@65=325
40
407
810
1 160
60
2@80
=160
60
600
:Filling with Mortal(σck=1MPa)
13
14
15
16
17
18
19
20
21
22
23
24
25
26
27
28
30
31
32
33
34
35
36
37
38
39
40
41
42
43
44
45
46
47
48
49
50
51
52
22
22
22
428
428
2500
200
A
B
Concrete
σck=40N/mm2
C
500
B
800
600
2000
2500
29
D
6@200=1200
12
Stud 22φx150
n=28
Yielding strength
above 235N/mm2
C
200
11
6@200=1200
10
D
600
800
600
600
9
Extra Concrete
Stud 22φx150
n=28
Yielding strength
above 235N/mm2
Concrete
σck=40N/mm2
1200
KEY PLAN
8
S=1/25
SECTION
Stud 22φx150
Yielding strength
above 235N/mm2
C
7
L=95mm (18bolts)
H-428x407x20x35
200
104 104
6
2PL-16×280×460
Extra Concrete
:Filling with Concrete(σck=40MPa)
5
F
600
:Filling with Extra Concrete(σck=40MPa)
4
H.T.B(F10T) M22
E
PLAN
:Filling with Surplus Soil
3
407
1200
LEGEND
2
1
6550
KING POST BORED PILE
1
405
4PL-22×160×810
E
D
1
L=120mm (48bolts)
Web
6960
G
60 40 205 40 60
40
2PL-22×405×810
Flange
2000
1200
22
2800
7000
34020
36420
2@75 80 2@75
=150 =150
460
16
B
500
6960
40
Splice Plate
1200
6550
H
60 40 60
22
74
280
74
29100
28500
13500
40
500
F
40
2500 800
3300
G
φ25
5
22
10300
26900
29100
H
E
A - A
B - B
C - C
D - D
CONTRACTOR
DESIGNER
REVISION
A
DESCRIPTION
DATE
22/JUL/20
METRO MANILA SUBWAY PROJECT PHASE 1
TITLE
First Submission
CROSS SECTION(2)
Shimizu - Fujita - Takenaka - EEI Joint Venture
13
12
11
10
STAGE
Initial Design
NORTH AVENUE STATION TEMPORARY DESIGN
Republic of the Philippines
14
PACKAGE CP101
PROJECTION
22/JUL/21
DATE
SCALE
DEPARTMENT OF TRANSPORTATION
A
PROJECT
9
8
SECTION B-B & C-C (B-5 - B-332)
Shimizu - Fujita - Takenaka - EEI Joint Venture
7
6
5
4
3
Technical Design
Construction Design
Third Angle
INTENDED FORMAT
A1
As Built
SHEET REV
DRAWING No.
MMSP-SFTEJV-101-NAS-SHD-TP-100005
2
A
1 : 150,1:25,1:15
1
5
9
A
Wendy Sy
Structure Inspector
October 21, 2021
2PM
Date:
KING POST PILE SET-OUT DOCUMENTATION
ITP Reference no.:
MMSP-SFTEJV-101NAS-ITP-QA-(C-)
900009
Record No.:
Project :
METRO MANILA SUBWAY PROJECT PHASE 1-CP 101
Project No. :
P2469
Location :
North Avenue Station
Client:
SFTE-JV
King Post Pile Ref. ID No.:
IFC Drawing Ref:
Rev. No. / Date:
A. POSITION MEASUREMENT / CHECK
Casing Center
Design Pile Location (Coordinates)
Actual Casing Location (Coordinates)
Offset / Dev.,
e (m)
Difference
Tolerance for Offset Top of Casing
/ Dev. ,e max (m)
(TOC) Elevation
NORTHING
OK
EASTING
NO
Existing Ground
Level (EGL)
B. INCLINATION MEASUREMENT / CHECK
Reference Axis (900) Position
Design Pile Inclination
X - Axis
90°
Y - Axis
90°
Actual Inclination
Tolerance (mm / m)
Remarks
Note : * Refer to the values set out in the Inspection and Test Plan
Comments:
Filled By:
Checked By:
Approved By:
Noted by:
(Name, Signature, and Date)
(Name, Signature, and Date)
(Name, Signature, and Date)
(Name, Signature, and Date)
BFPI - SURVEYOR
BFPI - BFPI QAQC ENGINEER
CONSTRUCTION-SFTE Joint
Venture
QAQC ENGINEER - JOINT
VENTURE
P2469 QER.01.KP_0.BFPI 07.2021
(Name, Signature, and Date)
GC ENGINEER
THIS IS A CONTROLLED FORM
Date:
KING POST PILE DRILLING DOCUMENTATION
ITP Reference No.:
MMSP-SFTEJV-101-NAS-ITPQA-(C-) 900009
Record No.:
Project:
METRO MANILA SUBWAY PROJECT PHASE 1-CP 101
Location:
North Avenue Station
PILE REFERENCE
Project No.:
P2469
Client:
SFTE-JV
DRILLING RECORD
King Post Pile Ref. ID No.
Depth from TOC (m)
Pile Type
Time
(hh:mm)
* Tool Used
B, C)
(A,
TOC EL.
Soil Description
EGL (from TOC)
_____________________
____________________
Pile Diameter (m)
Top of Casing (TOC) Elev.
Existing Ground (EGL) Elev. (m)
Design Pile Toe Elevation (m)
Design Drill Depth fr. TOC (m)
Actual Drill Depth (m)
BORING/DRILL EQUIPMENT
Type
Operator
BORE SUPPORT
□ Fully Cased
□ Starter Casing,
_________ m
FLUID TYPE
□ Water
□ Bentonite
□ Polymer
□ None
BORING/DRILL RECORD
Date (mm/dd/yy)
Drilling Start
Time (hh:mm)
Date (mm/dd/yy)
Drilling End
Time (hh:mm)
Filled by:
(Name, Signature, and Date)
BFPI - OPERATIONS ENGINEER
Checked by:
(Name, Signature, and Date)
BFPI - QA/QC ENGINEER
Approved by:
(Name, Signature, and Date)
CONSTRUCTION - SFTE Joint Venture
(Name, Signature, and Date)
QAQC Engineer- SFTE Joint Venture
Noted by:
(Name, Signature, and Date)
GC ENGINEER
Remarks:
________________________ DESIGN TOE EL.
*
Tool Used for Drilling (input initial): ___________
______________________
ACTUAL TOE EL.
A - Auger
B - Drilling Bucket
C - Core Barrel
P2469 QER.02.KP_0.BFPI 07.2021
Toe cleaning method:
□ Cleaning Bucket
□ Air Lifting
THIS IS A CONTROLLED FORM
Date:
KING POST PILE POLYMER SLURRY TEST RECORD
ITP Reference No.:
MMSP-SFTEJV-101-NAS-ITP-QA(C-) 900009
Record No.:
Project :
METRO MANILA SUBWAY PROJECT PHASE 1-CP 101
Project No. :
Location :
North Avenue Station
Client:
King Post Pile Ref. ID No.:
Polymer:
MIXING PARAMETER / RATIO
Water :
m3
Source:
Slurry :
Slurry :
Brand:
Brand:
m3
Reminder: Fresh Slurry sampling / testing should be carried after mix has achieved required curing time in the material specification.
FRESH MIX
Date
mm-dd-yy
Time
Hr:min.
Marsh
Funnel
Viscosity
(Sec/Ltr)
pH
[40-100]
[7 to 11]
Density
(kg/Ltr.)
Sand
Content
(%)
[ <1.10]
[N/A]
Sample Location (Tank No.)
Remarks
every fresh mix
RE-FRESHING / RECYCLING
Date
mm-dd-yy
Time
Hr:min.
Marsh
Funnel
Viscosity
(Sec/Ltr)
pH
[40-100]
[7 to 11]
Density
(kg/Ltr.)
Sand
Content
(%)
[ <1.10]
[N/A]
Sample Location (Tank No.)
Remarks
every mix, before mixing and after mixing
PILE SHAFT (DURING DRILLING)
Date
mm-dd-yy
Time
Hr:min.
Marsh
Funnel
Viscosity
(Sec/Ltr)
pH
[40-100]
[7 to 11]
Density
(kg/Ltr.)
Sand
Content
(%)
[ <1.25]
[N/A]
Level of Sample from Bore Hole
Toe
Remarks
1 @ mid depth of drilling
(Check applicable)
De-sanding and
□ Recycling
By using
□ Replacement
□ Airlifting
Date /Time Start:
□ Pump
Date / Time Finished:
SHAFT (BEFORE CONCRETING)
Date
Time
Marsh
Funnel
Viscosity
(Sec/Ltr)
mm-dd-yy
Hr:min.
[40-90]
pH
Density
(kg/Ltr.)
Sand
Content
(%)
[N/A]
[1.00 to 1.10]
[ <1.0%]
Level of Sample from Bore Hole
Toe
Remarks
Minimum test:
1 - after finished the drilling
1 - after final cleaning
If SHAFT (BEFORE CONCRETING) for WATER USED
Date
mm-dd-yy
Time
Hr:min.
Marsh
Funnel
Viscosity
(Sec/Ltr)
pH
[N/A]
[7 to 11]
Prepared / Checked by:
(Name, Signature, and Date)
BFPI QA/QC ENGINEER
P2469 QER.03.KP_0.BFPI 07.2021
Density
(kg/Ltr.)
Sand
Content
(%)
[N/A]
[ <1.0%]
Level of Sample from Bore Hole
Toe
Approved by:
Remarks
Noted by:
(Name, Signature, and Date)
(Name, Signature, and Date)
(Name, Signature, and Date)
CONSTRUCTION - SFTE Joint
Venture
QAQC ENGINEER - SFTE Joint
Venture
GC ENGINEER
THIS IS A CONTROLLED FORM
Date:
KING POST PILE H-BEAM REINFORCEMENT RECORD
ITP Reference No.:
MMSP-SFTEJV-101-NAS-ITP-QA-(C-)
900009
Record No.:
Project:
METRO MANILA SUBWAY PROJECT PHASE 1-CP 101
Project No.:
Location: North Avenue Station
Client:
King Post Pile Ref. ID No.:
P2469
SFTE-JV
Pile Type:
IFC/Approved Shop Dwg Ref. :
Rev. No./ Date:
H-BEAMS FABRICATION CHECK
Materials Details Checked:
H-Beam
Section No.
(from top)
Main H-Beams
Design H-Beams Size.
(mm)
Bolts/ Nuts Joint Connection
Qty. (pcs)
Actual H-Beams Size.
(mm)
Conformed
Bolt/ Nuts Dia. (mm)
Yes
No
Stud Bolts Details
Studs Bolts
Conformed
Qty. (pcs)
Ø(mm)
Length
(mm)
Yes
No
Steel Spacer
Conformed
No. of Layers
H-Beam Joint Connection Details
No. per Layer (pcs)
Yes
No
INSPECTION CHECKSHEET
Item
Conformed/
Satisfied
Activities to be Checked
H-Beam
OK
REMARKS
NO
1 Checked rebar/ fabrication engineer holding latest approved AFC drawing during fabrication
2 Checked no. of holes at joint per connection system
5 Checked spacing of bolts on flange and webs based on the drawing
6 Checked H-Beams fabrication with temporary support on the bottom to avoid possible distortion
7 Checked H-Beam be free from rust, rust pits, scale, oil, moisture, or other deleterious matter that would affect welding operation
8 Checked H-Beams secure in position / fixing elements adequate - bolted/ torque
H-Beams Fabrication
9 Checked h-beam based on the inspected segments and verified tagging's per pile schedule
10 Check welded connection of steel spacer to H-beam 4nos. per layer in accordance to IFC drawing
Stud Bolts
11 Checked provision of markings on H-beams for stud bolt welding
12 Stud bolts shall be free from rust, scale, oil, moisture, or other deleterious matter.
13 Checked spacing/ distance of stud bolts center to center based on the IFC drawing
14 Visually checked welded stud bolts to determine 360⁰ full flash with no evidence of undercut into stud base
15 Visually checked welded stud bolts to ensure no discontinuities; Checked completely and acceptable
16 Bend Test performed based on the specification: 30⁰ from its original axis.
17 Bend tested of 5% for every 28 nos. studs/ king post. ( 1no. each side)
18 Follower beams secure in position / fixing elements adequate prior to lifting - holes/ bolted/ torque
19 Check dimensions, sizes of stud bolts
20 Spacers welded/ installed on correct position & spacing in accordance to IFC drawing
Installation
20 Check if follower beams used has correct length and adequate capacity to hold H-beam during connection & final section installation.
21 H-beams clean / free of mud prior to lowering / installation to borehole. - wash by water spraying as necessary.
23 Checked at correct elevations, position & center at the borehole
24 Checked installation/ properly fixed and correct positioning of guide frame upon lowering of H-beam
25 Vertical joint support (welding flange/ bolts) between H-beam and follower adequate to carry weight during lifting / hanging.
Filed by:
Checked by:
(Name, Signature, and Date)
(Name, Signature, and Date)
BFPI OPS ENGINEER
BFPI QA/QC ENGINEER
P2469 QER.04A.KP_0.BFPI 07.2021
Approved by:
(Name, Signature, and Date)
CONSTRUCTION -SFTE Joint
Venture
Noted by:
(Name, Signature, and Date)
QAQC ENGINEER - SFTE
Joint Venture
(Name, Signature, and Date)
GC - ENGINEER
THIS IS A CONTROLLED FORM
Date:
KING POST PILE H-BEAM REINFORCEMENT RECORD
MMSP-SFTEJV-101-NAS-ITPQA-(C-) 900009
ITP Reference No.:
Record No.:
Project:
METRO MANILA SUBWAY PROJECT PHASE 1-CP 101
Location:
North Avenue Station
Project No.: P2469
SFTE-JV
Client:
King Post Pile Ref. ID No.:
Pile Type:
IFC/Approved Shop Dwg Ref. :
Rev. No./ Date:
H-BEAMS FABRICATION CHECK
AA
BB
DD
CC
Top of H-Beam Elev._ __ _ _ _ _ _ _ Elev. _____________
=
Offset Elevation: ___________
-
Dist. from Offset to Bottom elev. of follower Beam: ____________
EGL _ _ _ _ _ _ _ _ _ _ _ _ _ Elev. _________________
H-Beam Section : ______________
Design Length:
_______m +
_______m
=
_________m
Acrual Length:
_______m +
_______m
=
_________m
Spacers:
Distance of spacer center to center : ______________
No. of Layer: ______________
No. of spacer per layer: ________________
Bottom Elevation of H-Beam._ _ _ _ _ _ _ _ _ _ _ Elev. _________________
Toe Elev of Borehole.._ _ _ _ _ _ _ _ _ _ _ Elev. _________________
REMARKS:
Filed by:
Checked by:
(Name, Signature, and Date)
(Name, Signature, and Date)
BFPI OPS ENGINEER
BFPI QA/QC ENGINEER
P2469 QER.04B.KP_0.BFPI 07.2021
Approved by:
(Name, Signature, and Date)
CONSTRUCTION -SFTE Joint
Venture
Noted by:
(Name, Signature, and Date)
QAQC ENGINEER - SFTE Joint
Venture
(Name, Signature, and Date)
GC - ENGINEER
THIS IS A CONTROLLED FORM
Date:
KING POST PILE CONCRETING RECORD
ITP Reference No.
MMSP-SFTEJV-101-NAS-ITP-QA-(C-) 900009
Record No.:
Project:
METRO MANILA SUBWAY PROJECT PHASE 1-CP 101
Project No.: P2469
Location:
North Avenue Station
Client:
SFTE-JV
King Post Pile Ref. No. :
Top of Casing (TOC) Elev. (m) :
Concrete level fr. TOC (m):
Date of Concreting:
Pile Diameter (mm) :
Cut-off Level (COL) Elev. (m) :
a. Target
Concrete Supplier :
Design Pile Length (m ):
Cut-off Level fr. TOC (m):
Concrete Volume (m³) :
Design Compressive Strength (psi) :
a. Design
Existing Ground Level (m) :
Delivery Receiving on-site
Testing On-site
b. Estimated
Pouring Time
Method of Con. Placement: Direct Pouring
Conc. Volume (m³)
Note :
Truck
Number
Time of
Batching
Time of
Testing
* Slump Ht.
1). * Refer to the values set out in the Inspection and Test Plan
No. of
Samples
Start
End
Truck Load Cumulativ
Qty.
e Qty.
2). ** Depth from TOC to Actual Pile Toe Level (Prior to pouring)
Concrete Pump
Line Pump
Others
Concrete Pour Monitoring
Concrete Depth from TOC
(measured from sounding )
Docket Number
@ ________ days
Before
Pouring
(m)
After
Pouring
(m)
A
B
Tremie Length (m)
Rise
(After
Before Pouring
Pouring (m)
Before
Pouring)
C=B-A
D
Embedment
(m)
Distance
Remarks
Tremie pipe bot.
edge to toe level
prior to concrete
(m)
E=D-A
3). Check sedimentation from previous depth measurement (prior to pouring)
INTERRUPTIONS / DELAYS (Workability)
Duration
Break longer than 15 minutes:
T=
minutes
From
Hr:min.
To
To
Hr:min.
Break longer than 15 minutes:
T=
minutes
From
Hr:min.
To
To
Hr:min.
Remarks:
Filled by:
(Name, Signature, and Date)
BFPI - OPERATIONS ENGINEER
P2469 QER.05.KP_0.BFPI 07.2021
Checked by:
(Name, Signature, and Date)
BFPI - QA/QC ENGINEER
Approved by:
(Name, Signature, and Date)
QA/QC ENGINEER -SFTE Joint Venture
Noted by:
(Name, Signature, and Date)
CONSTRUCTION - SFTE Joint Venture
(Name, Signature, and Date)
GC - ENGINEER
THIS IS A CONTROLLED FORM
Date:
MMSP-SFTEJV-101-NAS-ITP-QA-(C-)
ITP Reference No.:
900009
Record No.:
KING POST PILE MORTAR PLACEMENT RECORD
Project:
METRO MANILA SUBWAY PROJECT PHASE 1-CP 101
Location:
North Avenue Station
P2469
Project No.:
SFTE-JV
Client
King Post Pile Ref. No. :
Cut-off Level (COL) Elev. (m) :
Method of Mortar Placement:
Mortar placement:
Pile Diameter (mm) :
Existing Concrete Level fr. TOC (m):
Tremie Pipe
Concrete Pump
Design Pile Length (m ):
Mortar Volume (m³) :
Direct Pouring
Others/ Specify
Top of Casing (TOC) Elev. (m) :
a. Design
Date:
b. Estimated
Delivery Receiving on-site
`
Design Compressive Strength (psi) :
Testing On-site
Pouring Time
Conc. Volume (m³)
Mortar Placement Monitoring
Concrete Depth from TOC
(measured from sounding )
Docket Number
Truck
Number
Time of
Batching
Time of
Testing
* Slump
Time:
Mortar Supplier :
No. of
Samples
Start
End
Truck
Cumulative
Before Pouring
Load Qty.
Qty.
(m)
A
Rise
After Pouring (After Pouring (m)
Before
Pouring)
B
C=B-A
Tremie Length (m)
Before
Pouring
(m)
Embedment
(m)
D
E=D-A
REMARKS
**
INTERRUPTIONS / DELAYS (Workability)
Duration
Break longer than 15 minutes:
T=
minutes
From
Hr:min.
To
Hr:min.
Break longer than 15 minutes:
T=
minutes
From
Hr:min.
To
Hr:min.
Remarks:
Filled by:
Checked by:
Approved by:
Noted by:
(Name, Signature, and Date)
(Name, Signature, and Date)
(Name, Signature, and Date)
(Name, Signature, and Date)
(Name, Signature, and Date)
BFPI - OPERATIONS
ENGINEER
BFPI - QA/QC ENGINEER
CONSTRUCTION - SFTE Joint Venture
QAQC ENGINEER - SFTE Joint Venture
GC - ENGINEER
P2469 QER.06.KP_0.BFPI 07.2021
THIS IS A CONTROLLED FORM
Date:
KING POST PILE BACKFILL RECORDS
MMSP-SFTEJV-101-NASITP-QA-(C-) 900009
Shift:
ITP Reference No.:
Record No:
Project:
METRO MANILA SUBWAY PROJECT PHASE 1-CP 101
Project No:
P2469
DS
Location:
North Avenue Station
Client:
SFTE-JV
NS
Note: Attach Key Plan with "marked" or "highlighted" location requested.
King Post Pile Reference No.:
Pile Diameter (mm):
Pile Type:
Top of Casing (TOC) Elev.:
Zone/ Area:
Existing Ground Elevation:
Grid Line / Location:
Initial Elevation
Final Depth: Elev.
Date (mm/dd/yy)
Backfilling Start:
Time (hh:mm)
Date (mm/dd/yy)
Est. backfill materials vol. (m3):
Backfilling End:
Approved Backfill Materials:
PARTICULARS
Time (hh:mm)
SATISFIED/CONFORMED?
Yes
No
REMARKS (if necessary)
N/A
a. Clear equipment access
b. Free from obstructions
c.
Excavated materials (surplus soil)
provided protection/ berm
d. Properly compacted
f As per approved plan
g
Removal of excess backfill materials
along the pile area.
Filled by:
(Name, Signature & Date)
BFPI - FIELD ENGINEER
P2469 QER.07.KP_0.BFPI 07.2021
Checked by:
(Name, Signature & Date)
BFPI - QA/QC
ENGINEER
Approved by:
(Name, Signature & Date)
CONSTRUCTION - SFTE
Joint Venture
Noted by:
(Name, Signature & Date)
QAQC ENGINEER - SFTE
Joint Venture
(Name, Signature & Date)
GC - ENGINEER
THIS IS A CONTROLLED FORM
13
14
11
12
10
9
8
7
6
4
5
3
2
1
K
K
BORED PILE SCHEDULE 2
J
I
H
5
BORED PILE SCHEDULE 2
BORED PILE SCHEDULE 2
BORED PILE SCHEDULE 2
Mark
N/S
E/W
Mark
N/S
E/W
Mark
N/S
E/W
Mark
N/S
E/W
B-1
B-2
B-3
B-4
B-5
B-6
B-7
B-8
B-9
B-10
B-11
B-12
B-13
B-14
B-15
B-16
B-17
B-18
B-19
B-20
B-21
1621246336
1621247898
1621249468
1621251030
1621242925
1621244487
1621246058
1621247619
1621239027
1621240589
1621242160
1621243721
1621235617
1621237178
1621238749
1621240311
1621231719
1621233280
1621234851
1621236412
1621228308
503810555
503803773
503796951
503790169
503809770
503802987
503796166
503789383
503808872
503802090
503795268
503788486
503808087
503801305
503794483
503787700
503807190
503800407
503793586
503786803
503806404
B-22
B-23
B-24
B-25
B-26
B-27
B-28
B-29
B-30
B-31
B-32
B-33
B-34
B-35
B-36
B-37
B-38
B-39
B-40
B-41
B-42
1621229869
1621231440
1621233002
1621224410
1621225971
1621227542
1621230273
1621220999
1621222561
1621224131
1621225693
1621217101
1621218663
1621220233
1621221795
1621213690
1621215252
1621216823
1621218384
1621209792
1621211354
503799622
503792800
503786018
503805507
503798724
503791903
503785389
503804721
503797939
503791117
503784335
503803824
503797041
503790220
503783437
503803039
503796256
503789435
503782652
503802141
503795359
B-43
B-44
B-45
B-46
B-47
B-48
B-49
B-50
B-51
B-52
B-53
B-54
B-55
B-56
B-57
B-58
B-59
B-60
B-61
B-62
B-63
1621212925
1621214486
1621206381
1621207943
1621209514
1621211075
1621202483
1621204045
1621205616
1621207177
1621199073
1621199952
1621201523
1621203767
1621195175
1621196736
1621198307
1621199869
1621191764
1621193326
1621194896
503788537
503781755
503801356
503794573
503787752
503780969
503800458
503793676
503786854
503780072
503799673
503792733
503785912
503779286
503798776
503791993
503785171
503778389
503797990
503791208
503784386
B-64
B-65
B-66
B-67
B-68
B-69
B-70
B-71
B-72
B-73
B-74
B-75
B-76
B-77
B-78
B-79
B-80
B-81
B-82
B-83
B-84
1621196458
1621187866
1621189428
1621190998
1621192560
1621184455
1621186017
1621187587
1621189149
1621180557
1621182119
1621183689
1621185251
1621177146
1621178708
1621180279
1621181840
1621173248
1621174810
1621176381
1621177942
503777604
503797093
503790310
503783489
503776706
503796307
503789525
503782703
503775921
503795410
503788627
503781806
503775023
503794625
503787842
503781021
503774238
503793727
503786945
503780123
503773340
6
7
7500
8
7500
9
7500
10
7500
11
7500
12
7500
J
I
H
13
7500
14
7500
15
7500
7500
G
G
3500
4000
2000
2000
3500
2000
4000
2000
3500
4000
2000
2000
3500
2000
4000
2000
3500
2000
4000
2000
3500
4000
2000
2000
3500
2000
4000
2000
3500
4000
2000
2000
3500
2000
4000
2000
3500
2000
4000
2000
2000
3550
F
B-1
B-5
B-9
B-13
B-17
B-21
B-25
B-29
B-33
B-37
B-41
B-45
B-49
B-53
B-57
B-61
B-65
B-69
B-73
B-77
B-81
F
6960
3550
A
B
3500
6910
3410
1300
E
B-6
B-10
B-14
B-18
B-22
B-26
B-30
B-34
B-38
B-42
B-46
B-50
B-54
B-58
B-62
B-66
B-70
B-74
B-78
B-82
E
3410
6910
3500
7000
C
B-2
B-7
B-11
B-15
B-19
B-23
B-27
B-31
B-35
B-39
B-43
B-47
B-51
B-55
B-59
B-63
B-67
B-71
B-75
B-79
B-83
6960
D
D
B-3
D
3550
3550
800
E
B-4
B-8
B-12
B-16
B-20
B-24
B-28
B-32
B-36
B-40
B-44
B-48
B-52
B-56
B-60
B-64
B-68
B-72
B-76
B-80
B-84
C
C
BORED PILE B
KEYPLAN:
1 : 150
B
B
Prepared by:
CONTRACTOR
Approved by:
DESIGNER
Approved by:
REVISION
DATE
PROJECT
DESCRIPTION
METRO MANILA SUBWAY PROJECT PHASE-1
Project Manager
DOTr, PMO
13
12
Undersecretary
For Railway, DOTr
Shimizu - Fujita - Takenaka - EEI Joint Venture
11
10
PRC No.
Validity:
IAPOA No.
O.R. No.
PTR No.
DATE:
Place:
TIN:
9
KIYOSHI MIMURA
Project Manager
SFTE JV
Technical Design
NORTH AVENUE STATION
BORED PILES
ARCHITECT / STRUCTURAL ENGINEER / ETC.
Republic of the Philippines
14
STAGE
Initial Design
DEPARTMENT OF TRANSPORTATION
A
PACKAGE CP101
PROJECTION
TITLE
Construction Design
Third Angle
DATE:
12/10/21
SCALE:
INTENDED FORMAT:
As Built
A1
SHEET
DRAWING NO.
8
7
/
/ /7
3
MMSP-SFTEJV-101-NAS-DWG-C-200003
Shimizu - Fujita - Takenaka - EEI Joint Venture
6
5
4
3
A
1 : 150
2
1
REV
A
12/10/2021 3:40:49 pm
Checked by:
14
13
12
11
10
9
8
7
6
5
4
3
2
1
NORTH AVENUE STATION TEMPORARY DESIGN
K
GROUND PLAN(1)
K
S=1/200
B-1 - B-100
J
J
5
6
I
7
7500
8
7500
9
7500
10
7500
11
7500
12
7500
13
7500
7500
14
15
7500
16
7500
B - B
17
7500
18
7500
I
7500
C - C
B-9
B-13
B-17
B-21
B-25
B-29
B-33
B-37
B-41
B-45
B-49
B-53
B-57
B-61
B-65
B-69
B-73
B-77
B-81
B-85
B-87
B-89
B-93
B-6
B-10
B-14
B-18
B-22
B-26
B-30
B-34
B-38
B-42
B-46
B-50
B-54
B-58
B-62
B-66
B-70
B-74
B-78
B-82
B-90
B-94
B-7
B-11
B-15
B-19
B-23
B-27
B-31
B-35
B-39
B-43
B-47
B-51
B-55
B-59
B-63
B-67
B-71
B-75
B-79
B-83
B-91
B-95
B-64
B-68
B-72
B-76
B-80
B-84
B-92
B-96
7000
B-2
B-3
F
B-98
B-102
B-99
B-103
B-100
B-104
F
6960
B-12
B-16
B-20
B-24
B-28
B-32
B-36
B-40
B-44
B-48
B-52
B-56
B-60
B-86
2800 1200
B-88
4550
2950
E
6550
B-8
6550
E
G
3300
6960
4200
B-4
B-101
7000
G
B-97
6960
B-5
6960
B-1
6550
H
6550
H
D
D
4100
3500
4000
3500
4000
3500
4000
3500
4000
3500
4000
3500
4000
3500
4000
3500
4000
3500
4000
3500
4000
3500
4000
3500
4000
3500
4000
C
C
KEY PLAN
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
33
34
35
36
37
38
39
40
41
42
43
44
45
46
47
48
49
50
51
52
Legend
A
B
B
King Post
C
：H-428×407×20×35
φ1200
D
E
A - A
B - B
C - C
D - D
CONTRACTOR
DESIGNER
REVISION
A
DESCRIPTION
DATE
22/JUL/20
PROJECT
METRO MANILA SUBWAY PROJECT PHASE 1
TITLE
First Submission
GROUND PLAN(1)
Shimizu - Fujita - Takenaka - EEI Joint Venture
12
11
10
STAGE
Initial Design
NORTH AVENUE STATION TEMPORARY DESIGN
Republic of the Philippines
13
PACKAGE CP101
PROJECTION
22/JUL/21
DATE
SCALE
DEPARTMENT OF TRANSPORTATION
A
14
B
9
8
B-1 - B-100
Shimizu - Fujita - Takenaka - EEI Joint Venture
7
6
5
4
Technical Design
Construction Design
Third Angle
INTENDED FORMAT
A1
As Built
SHEET REV
DRAWING No.
MMSP-SFTEJV-101-NAS-SHD-TP-100001
3
2
A
1 : 200
1
1
9
A
14
13
12
11
10
9
8
7
6
5
4
2
1
NOTE: Kingpost layout in this drawing is reference only.
Layout shall follow plan drawings.
NORTH AVENUE STATION TEMPORARY DESIGN
K
3
K
CROSS SECTION(2)
SECTION B-B & C-C (B-5 - B-332)
S=1/150
J
KING POST CONNECTION
+136.50m
S=1/15
1100
+136.40m
40
40
407
60 60 60 60
40
40
1 160 85 160 1
1
1
405
407
13400
14900
I
φ25
5
60 40 205 40 60
+136.50m
J
I
40
5@65=325 80 5@65=325
40
407
810
1 160
60
2@80
=160
60
600
:Filling with Mortal(σck=1MPa)
13
14
15
16
17
18
19
20
21
22
23
24
25
26
27
28
30
31
32
33
34
35
36
37
38
39
40
41
42
43
44
45
46
47
48
49
50
51
52
22
22
22
428
428
2500
200
A
B
Concrete
σck=40N/mm2
C
500
B
800
600
2000
2500
29
D
6@200=1200
12
Stud 22φx150
n=28
Yielding strength
above 235N/mm2
C
200
11
6@200=1200
10
D
600
800
600
600
9
Extra Concrete
Stud 22φx150
n=28
Yielding strength
above 235N/mm2
Concrete
σck=40N/mm2
1200
KEY PLAN
8
S=1/25
SECTION
Stud 22φx150
Yielding strength
above 235N/mm2
C
7
L=95mm (18bolts)
H-428x407x20x35
200
104 104
6
2PL-16×280×460
Extra Concrete
:Filling with Concrete(σck=40MPa)
5
F
600
:Filling with Extra Concrete(σck=40MPa)
4
H.T.B(F10T) M22
E
PLAN
:Filling with Surplus Soil
3
407
1200
LEGEND
2
1
6550
KING POST BORED PILE
1
405
4PL-22×160×810
E
D
1
L=120mm (48bolts)
Web
6960
G
60 40 205 40 60
40
2PL-22×405×810
Flange
2000
1200
22
2800
7000
34020
36420
2@75 80 2@75
=150 =150
460
16
B
500
6960
40
Splice Plate
1200
6550
H
60 40 60
22
74
280
74
29100
28500
13500
40
500
F
40
2500 800
3300
G
φ25
5
22
10300
26900
29100
H
E
A - A
B - B
C - C
D - D
CONTRACTOR
DESIGNER
REVISION
A
DESCRIPTION
DATE
22/JUL/20
METRO MANILA SUBWAY PROJECT PHASE 1
TITLE
First Submission
CROSS SECTION(2)
Shimizu - Fujita - Takenaka - EEI Joint Venture
13
12
11
10
STAGE
Initial Design
NORTH AVENUE STATION TEMPORARY DESIGN
Republic of the Philippines
14
PACKAGE CP101
PROJECTION
22/JUL/21
DATE
SCALE
DEPARTMENT OF TRANSPORTATION
A
PROJECT
9
8
SECTION B-B & C-C (B-5 - B-332)
Shimizu - Fujita - Takenaka - EEI Joint Venture
7
6
5
4
3
Technical Design
Construction Design
Third Angle
INTENDED FORMAT
A1
As Built
SHEET REV
DRAWING No.
MMSP-SFTEJV-101-NAS-SHD-TP-100005
2
A
1 : 150,1:25,1:15
1
5
9
A
Wendy Sy
Structure Inspector
October 21, 2021
2PM
Date:
KING POST PILE DRILLING DOCUMENTATION
ITP Reference No.:
MMSP-SFTEJV-101-NAS-ITPQA-(C-) 900009
Record No.:
Project:
METRO MANILA SUBWAY PROJECT PHASE 1-CP 101
Location:
North Avenue Station
PILE REFERENCE
Project No.:
P2469
Client:
SFTE-JV
DRILLING RECORD
King Post Pile Ref. ID No.
Depth from TOC (m)
Pile Type
Time
(hh:mm)
* Tool Used
B, C)
(A,
TOC EL.
Soil Description
EGL (from TOC)
_____________________
____________________
Pile Diameter (m)
Top of Casing (TOC) Elev.
Existing Ground (EGL) Elev. (m)
Design Pile Toe Elevation (m)
Design Drill Depth fr. TOC (m)
Actual Drill Depth (m)
BORING/DRILL EQUIPMENT
Type
Operator
BORE SUPPORT
□ Fully Cased
□ Starter Casing,
_________ m
FLUID TYPE
□ Water
□ Bentonite
□ Polymer
□ None
BORING/DRILL RECORD
Date (mm/dd/yy)
Drilling Start
Time (hh:mm)
Date (mm/dd/yy)
Drilling End
Time (hh:mm)
Filled by:
(Name, Signature, and Date)
BFPI - OPERATIONS ENGINEER
Checked by:
(Name, Signature, and Date)
BFPI - QA/QC ENGINEER
Approved by:
(Name, Signature, and Date)
CONSTRUCTION - SFTE Joint Venture
(Name, Signature, and Date)
QAQC Engineer- SFTE Joint Venture
Noted by:
(Name, Signature, and Date)
GC ENGINEER
Remarks:
________________________ DESIGN TOE EL.
*
Tool Used for Drilling (input initial): ___________
______________________
ACTUAL TOE EL.
A - Auger
B - Drilling Bucket
C - Core Barrel
P2469 QER.02.KP_0.BFPI 07.2021
Toe cleaning method:
□ Cleaning Bucket
□ Air Lifting
THIS IS A CONTROLLED FORM
Date:
KING POST PILE POLYMER SLURRY TEST RECORD
ITP Reference No.:
MMSP-SFTEJV-101-NAS-ITP-QA(C-) 900009
Record No.:
Project :
METRO MANILA SUBWAY PROJECT PHASE 1-CP 101
Project No. :
Location :
North Avenue Station
Client:
King Post Pile Ref. ID No.:
Polymer:
MIXING PARAMETER / RATIO
Water :
m3
Source:
Slurry :
Slurry :
Brand:
Brand:
m3
Reminder: Fresh Slurry sampling / testing should be carried after mix has achieved required curing time in the material specification.
FRESH MIX
Date
mm-dd-yy
Time
Hr:min.
Marsh
Funnel
Viscosity
(Sec/Ltr)
pH
[40-100]
[7 to 11]
Density
(kg/Ltr.)
Sand
Content
(%)
[ <1.10]
[N/A]
Sample Location (Tank No.)
Remarks
every fresh mix
RE-FRESHING / RECYCLING
Date
mm-dd-yy
Time
Hr:min.
Marsh
Funnel
Viscosity
(Sec/Ltr)
pH
[40-100]
[7 to 11]
Density
(kg/Ltr.)
Sand
Content
(%)
[ <1.10]
[N/A]
Sample Location (Tank No.)
Remarks
every mix, before mixing and after mixing
PILE SHAFT (DURING DRILLING)
Date
mm-dd-yy
Time
Hr:min.
Marsh
Funnel
Viscosity
(Sec/Ltr)
pH
[40-100]
[7 to 11]
Density
(kg/Ltr.)
Sand
Content
(%)
[ <1.25]
[N/A]
Level of Sample from Bore Hole
Toe
Remarks
1 @ mid depth of drilling
(Check applicable)
De-sanding and
□ Recycling
By using
□ Replacement
□ Airlifting
Date /Time Start:
□ Pump
Date / Time Finished:
SHAFT (BEFORE CONCRETING)
Date
Time
Marsh
Funnel
Viscosity
(Sec/Ltr)
mm-dd-yy
Hr:min.
[40-90]
pH
Density
(kg/Ltr.)
Sand
Content
(%)
[N/A]
[1.00 to 1.10]
[ <1.0%]
Level of Sample from Bore Hole
Toe
Remarks
Minimum test:
1 - after finished the drilling
1 - after final cleaning
If SHAFT (BEFORE CONCRETING) for WATER USED
Date
mm-dd-yy
Time
Hr:min.
Marsh
Funnel
Viscosity
(Sec/Ltr)
pH
[N/A]
[7 to 11]
Prepared / Checked by:
(Name, Signature, and Date)
BFPI QA/QC ENGINEER
P2469 QER.03.KP_0.BFPI 07.2021
Density
(kg/Ltr.)
Sand
Content
(%)
[N/A]
[ <1.0%]
Level of Sample from Bore Hole
Toe
Approved by:
Remarks
Noted by:
(Name, Signature, and Date)
(Name, Signature, and Date)
(Name, Signature, and Date)
CONSTRUCTION - SFTE Joint
Venture
QAQC ENGINEER - SFTE Joint
Venture
GC ENGINEER
THIS IS A CONTROLLED FORM
Date:
KING POST PILE H-BEAM REINFORCEMENT RECORD
ITP Reference No.:
MMSP-SFTEJV-101-NAS-ITP-QA-(C-)
900009
Record No.:
Project:
METRO MANILA SUBWAY PROJECT PHASE 1-CP 101
Project No.:
Location: North Avenue Station
Client:
King Post Pile Ref. ID No.:
P2469
SFTE-JV
Pile Type:
IFC/Approved Shop Dwg Ref. :
Rev. No./ Date:
H-BEAMS FABRICATION CHECK
Materials Details Checked:
H-Beam
Section No.
(from top)
Main H-Beams
Design H-Beams Size.
(mm)
Bolts/ Nuts Joint Connection
Qty. (pcs)
Actual H-Beams Size.
(mm)
Conformed
Bolt/ Nuts Dia. (mm)
Yes
No
Stud Bolts Details
Studs Bolts
Conformed
Qty. (pcs)
Ø(mm)
Length
(mm)
Yes
No
Steel Spacer
Conformed
No. of Layers
H-Beam Joint Connection Details
No. per Layer (pcs)
Yes
No
INSPECTION CHECKSHEET
Item
Conformed/
Satisfied
Activities to be Checked
H-Beam
OK
REMARKS
NO
1 Checked rebar/ fabrication engineer holding latest approved AFC drawing during fabrication
2 Checked no. of holes at joint per connection system
5 Checked spacing of bolts on flange and webs based on the drawing
6 Checked H-Beams fabrication with temporary support on the bottom to avoid possible distortion
7 Checked H-Beam be free from rust, rust pits, scale, oil, moisture, or other deleterious matter that would affect welding operation
8 Checked H-Beams secure in position / fixing elements adequate - bolted/ torque
H-Beams Fabrication
9 Checked h-beam based on the inspected segments and verified tagging's per pile schedule
10 Check welded connection of steel spacer to H-beam 4nos. per layer in accordance to IFC drawing
Stud Bolts
11 Checked provision of markings on H-beams for stud bolt welding
12 Stud bolts shall be free from rust, scale, oil, moisture, or other deleterious matter.
13 Checked spacing/ distance of stud bolts center to center based on the IFC drawing
14 Visually checked welded stud bolts to determine 360⁰ full flash with no evidence of undercut into stud base
15 Visually checked welded stud bolts to ensure no discontinuities; Checked completely and acceptable
16 Bend Test performed based on the specification: 30⁰ from its original axis.
17 Bend tested of 5% for every 28 nos. studs/ king post. ( 1no. each side)
18 Follower beams secure in position / fixing elements adequate prior to lifting - holes/ bolted/ torque
19 Check dimensions, sizes of stud bolts
20 Spacers welded/ installed on correct position & spacing in accordance to IFC drawing
Installation
20 Check if follower beams used has correct length and adequate capacity to hold H-beam during connection & final section installation.
21 H-beams clean / free of mud prior to lowering / installation to borehole. - wash by water spraying as necessary.
23 Checked at correct elevations, position & center at the borehole
24 Checked installation/ properly fixed and correct positioning of guide frame upon lowering of H-beam
25 Vertical joint support (welding flange/ bolts) between H-beam and follower adequate to carry weight during lifting / hanging.
Filed by:
Checked by:
(Name, Signature, and Date)
(Name, Signature, and Date)
BFPI OPS ENGINEER
BFPI QA/QC ENGINEER
P2469 QER.04A.KP_0.BFPI 07.2021
Approved by:
(Name, Signature, and Date)
CONSTRUCTION -SFTE Joint
Venture
Noted by:
(Name, Signature, and Date)
QAQC ENGINEER - SFTE
Joint Venture
(Name, Signature, and Date)
GC - ENGINEER
THIS IS A CONTROLLED FORM
Date:
KING POST PILE H-BEAM REINFORCEMENT RECORD
MMSP-SFTEJV-101-NAS-ITPQA-(C-) 900009
ITP Reference No.:
Record No.:
Project:
METRO MANILA SUBWAY PROJECT PHASE 1-CP 101
Location:
North Avenue Station
Project No.: P2469
SFTE-JV
Client:
King Post Pile Ref. ID No.:
Pile Type:
IFC/Approved Shop Dwg Ref. :
Rev. No./ Date:
H-BEAMS FABRICATION CHECK
AA
BB
DD
CC
Top of H-Beam Elev._ __ _ _ _ _ _ _ Elev. _____________
=
Offset Elevation: ___________
-
Dist. from Offset to Bottom elev. of follower Beam: ____________
EGL _ _ _ _ _ _ _ _ _ _ _ _ _ Elev. _________________
H-Beam Section : ______________
Design Length:
_______m +
_______m
=
_________m
Acrual Length:
_______m +
_______m
=
_________m
Spacers:
Distance of spacer center to center : ______________
No. of Layer: ______________
No. of spacer per layer: ________________
Bottom Elevation of H-Beam._ _ _ _ _ _ _ _ _ _ _ Elev. _________________
Toe Elev of Borehole.._ _ _ _ _ _ _ _ _ _ _ Elev. _________________
REMARKS:
Filed by:
Checked by:
(Name, Signature, and Date)
(Name, Signature, and Date)
BFPI OPS ENGINEER
BFPI QA/QC ENGINEER
P2469 QER.04B.KP_0.BFPI 07.2021
Approved by:
(Name, Signature, and Date)
CONSTRUCTION -SFTE Joint
Venture
Noted by:
(Name, Signature, and Date)
QAQC ENGINEER - SFTE Joint
Venture
(Name, Signature, and Date)
GC - ENGINEER
THIS IS A CONTROLLED FORM
Date:
KING POST PILE CONCRETING RECORD
ITP Reference No.
MMSP-SFTEJV-101-NAS-ITP-QA-(C-) 900009
Record No.:
Project:
METRO MANILA SUBWAY PROJECT PHASE 1-CP 101
Project No.: P2469
Location:
North Avenue Station
Client:
SFTE-JV
King Post Pile Ref. No. :
Top of Casing (TOC) Elev. (m) :
Concrete level fr. TOC (m):
Date of Concreting:
Pile Diameter (mm) :
Cut-off Level (COL) Elev. (m) :
a. Target
Concrete Supplier :
Design Pile Length (m ):
Cut-off Level fr. TOC (m):
Concrete Volume (m³) :
Design Compressive Strength (psi) :
a. Design
Existing Ground Level (m) :
Delivery Receiving on-site
Testing On-site
b. Estimated
Pouring Time
Method of Con. Placement: Direct Pouring
Conc. Volume (m³)
Note :
Truck
Number
Time of
Batching
Time of
Testing
* Slump Ht.
1). * Refer to the values set out in the Inspection and Test Plan
No. of
Samples
Start
End
Truck Load Cumulativ
Qty.
e Qty.
2). ** Depth from TOC to Actual Pile Toe Level (Prior to pouring)
Concrete Pump
Line Pump
Others
Concrete Pour Monitoring
Concrete Depth from TOC
(measured from sounding )
Docket Number
@ ________ days
Before
Pouring
(m)
After
Pouring
(m)
A
B
Tremie Length (m)
Rise
(After
Before Pouring
Pouring (m)
Before
Pouring)
C=B-A
D
Embedment
(m)
Distance
Remarks
Tremie pipe bot.
edge to toe level
prior to concrete
(m)
E=D-A
3). Check sedimentation from previous depth measurement (prior to pouring)
INTERRUPTIONS / DELAYS (Workability)
Duration
Break longer than 15 minutes:
T=
minutes
From
Hr:min.
To
To
Hr:min.
Break longer than 15 minutes:
T=
minutes
From
Hr:min.
To
To
Hr:min.
Remarks:
Filled by:
(Name, Signature, and Date)
BFPI - OPERATIONS ENGINEER
P2469 QER.05.KP_0.BFPI 07.2021
Checked by:
(Name, Signature, and Date)
BFPI - QA/QC ENGINEER
Approved by:
(Name, Signature, and Date)
QA/QC ENGINEER -SFTE Joint Venture
Noted by:
(Name, Signature, and Date)
CONSTRUCTION - SFTE Joint Venture
(Name, Signature, and Date)
GC - ENGINEER
THIS IS A CONTROLLED FORM
Date:
MMSP-SFTEJV-101-NAS-ITP-QA-(C-)
ITP Reference No.:
900009
Record No.:
KING POST PILE MORTAR PLACEMENT RECORD
Project:
METRO MANILA SUBWAY PROJECT PHASE 1-CP 101
Location:
North Avenue Station
P2469
Project No.:
SFTE-JV
Client
King Post Pile Ref. No. :
Cut-off Level (COL) Elev. (m) :
Method of Mortar Placement:
Mortar placement:
Pile Diameter (mm) :
Existing Concrete Level fr. TOC (m):
Tremie Pipe
Concrete Pump
Design Pile Length (m ):
Mortar Volume (m³) :
Direct Pouring
Others/ Specify
Top of Casing (TOC) Elev. (m) :
a. Design
Date:
b. Estimated
Delivery Receiving on-site
`
Design Compressive Strength (psi) :
Testing On-site
Pouring Time
Conc. Volume (m³)
Mortar Placement Monitoring
Concrete Depth from TOC
(measured from sounding )
Docket Number
Truck
Number
Time of
Batching
Time of
Testing
* Slump
Time:
Mortar Supplier :
No. of
Samples
Start
End
Truck
Cumulative
Before Pouring
Load Qty.
Qty.
(m)
A
Rise
After Pouring (After Pouring (m)
Before
Pouring)
B
C=B-A
Tremie Length (m)
Before
Pouring
(m)
Embedment
(m)
D
E=D-A
REMARKS
**
INTERRUPTIONS / DELAYS (Workability)
Duration
Break longer than 15 minutes:
T=
minutes
From
Hr:min.
To
Hr:min.
Break longer than 15 minutes:
T=
minutes
From
Hr:min.
To
Hr:min.
Remarks:
Filled by:
Checked by:
Approved by:
Noted by:
(Name, Signature, and Date)
(Name, Signature, and Date)
(Name, Signature, and Date)
(Name, Signature, and Date)
(Name, Signature, and Date)
BFPI - OPERATIONS
ENGINEER
BFPI - QA/QC ENGINEER
CONSTRUCTION - SFTE Joint Venture
QAQC ENGINEER - SFTE Joint Venture
GC - ENGINEER
P2469 QER.06.KP_0.BFPI 07.2021
THIS IS A CONTROLLED FORM
Date:
KING POST PILE BACKFILL RECORDS
MMSP-SFTEJV-101-NASITP-QA-(C-) 900009
Shift:
ITP Reference No.:
Record No:
Project:
METRO MANILA SUBWAY PROJECT PHASE 1-CP 101
Project No:
P2469
DS
Location:
North Avenue Station
Client:
SFTE-JV
NS
Note: Attach Key Plan with "marked" or "highlighted" location requested.
King Post Pile Reference No.:
Pile Diameter (mm):
Pile Type:
Top of Casing (TOC) Elev.:
Zone/ Area:
Existing Ground Elevation:
Grid Line / Location:
Initial Elevation
Final Depth: Elev.
Date (mm/dd/yy)
Backfilling Start:
Time (hh:mm)
Date (mm/dd/yy)
Est. backfill materials vol. (m3):
Backfilling End:
Approved Backfill Materials:
PARTICULARS
Time (hh:mm)
SATISFIED/CONFORMED?
Yes
No
REMARKS (if necessary)
N/A
a. Clear equipment access
b. Free from obstructions
c.
Excavated materials (surplus soil)
provided protection/ berm
d. Properly compacted
f As per approved plan
g
Removal of excess backfill materials
along the pile area.
Filled by:
(Name, Signature & Date)
BFPI - FIELD ENGINEER
P2469 QER.07.KP_0.BFPI 07.2021
Checked by:
(Name, Signature & Date)
BFPI - QA/QC
ENGINEER
Approved by:
(Name, Signature & Date)
CONSTRUCTION - SFTE
Joint Venture
Noted by:
(Name, Signature & Date)
QAQC ENGINEER - SFTE
Joint Venture
(Name, Signature & Date)
GC - ENGINEER
THIS IS A CONTROLLED FORM
13
14
11
12
10
9
8
7
6
4
5
3
2
1
K
K
BORED PILE SCHEDULE 2
J
I
H
5
BORED PILE SCHEDULE 2
BORED PILE SCHEDULE 2
BORED PILE SCHEDULE 2
Mark
N/S
E/W
Mark
N/S
E/W
Mark
N/S
E/W
Mark
N/S
E/W
B-1
B-2
B-3
B-4
B-5
B-6
B-7
B-8
B-9
B-10
B-11
B-12
B-13
B-14
B-15
B-16
B-17
B-18
B-19
B-20
B-21
1621246336
1621247898
1621249468
1621251030
1621242925
1621244487
1621246058
1621247619
1621239027
1621240589
1621242160
1621243721
1621235617
1621237178
1621238749
1621240311
1621231719
1621233280
1621234851
1621236412
1621228308
503810555
503803773
503796951
503790169
503809770
503802987
503796166
503789383
503808872
503802090
503795268
503788486
503808087
503801305
503794483
503787700
503807190
503800407
503793586
503786803
503806404
B-22
B-23
B-24
B-25
B-26
B-27
B-28
B-29
B-30
B-31
B-32
B-33
B-34
B-35
B-36
B-37
B-38
B-39
B-40
B-41
B-42
1621229869
1621231440
1621233002
1621224410
1621225971
1621227542
1621230273
1621220999
1621222561
1621224131
1621225693
1621217101
1621218663
1621220233
1621221795
1621213690
1621215252
1621216823
1621218384
1621209792
1621211354
503799622
503792800
503786018
503805507
503798724
503791903
503785389
503804721
503797939
503791117
503784335
503803824
503797041
503790220
503783437
503803039
503796256
503789435
503782652
503802141
503795359
B-43
B-44
B-45
B-46
B-47
B-48
B-49
B-50
B-51
B-52
B-53
B-54
B-55
B-56
B-57
B-58
B-59
B-60
B-61
B-62
B-63
1621212925
1621214486
1621206381
1621207943
1621209514
1621211075
1621202483
1621204045
1621205616
1621207177
1621199073
1621199952
1621201523
1621203767
1621195175
1621196736
1621198307
1621199869
1621191764
1621193326
1621194896
503788537
503781755
503801356
503794573
503787752
503780969
503800458
503793676
503786854
503780072
503799673
503792733
503785912
503779286
503798776
503791993
503785171
503778389
503797990
503791208
503784386
B-64
B-65
B-66
B-67
B-68
B-69
B-70
B-71
B-72
B-73
B-74
B-75
B-76
B-77
B-78
B-79
B-80
B-81
B-82
B-83
B-84
1621196458
1621187866
1621189428
1621190998
1621192560
1621184455
1621186017
1621187587
1621189149
1621180557
1621182119
1621183689
1621185251
1621177146
1621178708
1621180279
1621181840
1621173248
1621174810
1621176381
1621177942
503777604
503797093
503790310
503783489
503776706
503796307
503789525
503782703
503775921
503795410
503788627
503781806
503775023
503794625
503787842
503781021
503774238
503793727
503786945
503780123
503773340
6
7
7500
8
7500
9
7500
10
7500
11
7500
12
7500
J
I
H
13
7500
14
7500
15
7500
7500
G
G
3500
4000
2000
2000
3500
2000
4000
2000
3500
4000
2000
2000
3500
2000
4000
2000
3500
2000
4000
2000
3500
4000
2000
2000
3500
2000
4000
2000
3500
4000
2000
2000
3500
2000
4000
2000
3500
2000
4000
2000
2000
3550
F
B-1
B-5
B-9
B-13
B-17
B-21
B-25
B-29
B-33
B-37
B-41
B-45
B-49
B-53
B-57
B-61
B-65
B-69
B-73
B-77
B-81
F
6960
3550
A
B
3500
6910
3410
1300
E
B-6
B-10
B-14
B-18
B-22
B-26
B-30
B-34
B-38
B-42
B-46
B-50
B-54
B-58
B-62
B-66
B-70
B-74
B-78
B-82
E
3410
6910
3500
7000
C
B-2
B-7
B-11
B-15
B-19
B-23
B-27
B-31
B-35
B-39
B-43
B-47
B-51
B-55
B-59
B-63
B-67
B-71
B-75
B-79
B-83
6960
D
D
B-3
D
3550
3550
800
E
B-4
B-8
B-12
B-16
B-20
B-24
B-28
B-32
B-36
B-40
B-44
B-48
B-52
B-56
B-60
B-64
B-68
B-72
B-76
B-80
B-84
C
C
BORED PILE B
KEYPLAN:
1 : 150
B
B
Prepared by:
CONTRACTOR
Approved by:
DESIGNER
Approved by:
REVISION
DATE
PROJECT
DESCRIPTION
METRO MANILA SUBWAY PROJECT PHASE-1
Project Manager
DOTr, PMO
13
12
Undersecretary
For Railway, DOTr
Shimizu - Fujita - Takenaka - EEI Joint Venture
11
10
PRC No.
Validity:
IAPOA No.
O.R. No.
PTR No.
DATE:
Place:
TIN:
9
KIYOSHI MIMURA
Project Manager
SFTE JV
Technical Design
NORTH AVENUE STATION
BORED PILES
ARCHITECT / STRUCTURAL ENGINEER / ETC.
Republic of the Philippines
14
STAGE
Initial Design
DEPARTMENT OF TRANSPORTATION
A
PACKAGE CP101
PROJECTION
TITLE
Construction Design
Third Angle
DATE:
12/10/21
SCALE:
INTENDED FORMAT:
As Built
A1
SHEET
DRAWING NO.
8
7
/
/ /7
3
MMSP-SFTEJV-101-NAS-DWG-C-200003
Shimizu - Fujita - Takenaka - EEI Joint Venture
6
5
4
3
A
1 : 150
2
1
REV
A
12/10/2021 3:40:49 pm
Checked by:
14
13
12
11
10
9
8
7
6
5
4
3
2
1
NORTH AVENUE STATION TEMPORARY DESIGN
K
GROUND PLAN(1)
K
S=1/200
B-1 - B-100
J
J
5
6
I
7
7500
8
7500
9
7500
10
7500
11
7500
12
7500
13
7500
7500
14
15
7500
16
7500
B - B
17
7500
18
7500
I
7500
C - C
B-9
B-13
B-17
B-21
B-25
B-29
B-33
B-37
B-41
B-45
B-49
B-53
B-57
B-61
B-65
B-69
B-73
B-77
B-81
B-85
B-87
B-89
B-93
B-6
B-10
B-14
B-18
B-22
B-26
B-30
B-34
B-38
B-42
B-46
B-50
B-54
B-58
B-62
B-66
B-70
B-74
B-78
B-82
B-90
B-94
B-7
B-11
B-15
B-19
B-23
B-27
B-31
B-35
B-39
B-43
B-47
B-51
B-55
B-59
B-63
B-67
B-71
B-75
B-79
B-83
B-91
B-95
B-64
B-68
B-72
B-76
B-80
B-84
B-92
B-96
7000
B-2
B-3
F
B-98
B-102
B-99
B-103
B-100
B-104
F
6960
B-12
B-16
B-20
B-24
B-28
B-32
B-36
B-40
B-44
B-48
B-52
B-56
B-60
B-86
2800 1200
B-88
4550
2950
E
6550
B-8
6550
E
G
3300
6960
4200
B-4
B-101
7000
G
B-97
6960
B-5
6960
B-1
6550
H
6550
H
D
D
4100
3500
4000
3500
4000
3500
4000
3500
4000
3500
4000
3500
4000
3500
4000
3500
4000
3500
4000
3500
4000
3500
4000
3500
4000
3500
4000
C
C
KEY PLAN
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
33
34
35
36
37
38
39
40
41
42
43
44
45
46
47
48
49
50
51
52
Legend
A
B
B
King Post
C
：H-428×407×20×35
φ1200
D
E
A - A
B - B
C - C
D - D
CONTRACTOR
DESIGNER
REVISION
A
DESCRIPTION
DATE
22/JUL/20
PROJECT
METRO MANILA SUBWAY PROJECT PHASE 1
TITLE
First Submission
GROUND PLAN(1)
Shimizu - Fujita - Takenaka - EEI Joint Venture
12
11
10
STAGE
Initial Design
NORTH AVENUE STATION TEMPORARY DESIGN
Republic of the Philippines
13
PACKAGE CP101
PROJECTION
22/JUL/21
DATE
SCALE
DEPARTMENT OF TRANSPORTATION
A
14
B
9
8
B-1 - B-100
Shimizu - Fujita - Takenaka - EEI Joint Venture
7
6
5
4
Technical Design
Construction Design
Third Angle
INTENDED FORMAT
A1
As Built
SHEET REV
DRAWING No.
MMSP-SFTEJV-101-NAS-SHD-TP-100001
3
2
A
1 : 200
1
1
9
A
14
13
12
11
10
9
8
7
6
5
4
2
1
NOTE: Kingpost layout in this drawing is reference only.
Layout shall follow plan drawings.
NORTH AVENUE STATION TEMPORARY DESIGN
K
3
K
CROSS SECTION(2)
SECTION B-B & C-C (B-5 - B-332)
S=1/150
J
KING POST CONNECTION
+136.50m
S=1/15
1100
+136.40m
40
40
407
60 60 60 60
40
40
1 160 85 160 1
1
1
405
407
13400
14900
I
φ25
5
60 40 205 40 60
+136.50m
J
I
40
5@65=325 80 5@65=325
40
407
810
1 160
60
2@80
=160
60
600
:Filling with Mortal(σck=1MPa)
13
14
15
16
17
18
19
20
21
22
23
24
25
26
27
28
30
31
32
33
34
35
36
37
38
39
40
41
42
43
44
45
46
47
48
49
50
51
52
22
22
22
428
428
2500
200
A
B
Concrete
σck=40N/mm2
C
500
B
800
600
2000
2500
29
D
6@200=1200
12
Stud 22φx150
n=28
Yielding strength
above 235N/mm2
C
200
11
6@200=1200
10
D
600
800
600
600
9
Extra Concrete
Stud 22φx150
n=28
Yielding strength
above 235N/mm2
Concrete
σck=40N/mm2
1200
KEY PLAN
8
S=1/25
SECTION
Stud 22φx150
Yielding strength
above 235N/mm2
C
7
L=95mm (18bolts)
H-428x407x20x35
200
104 104
6
2PL-16×280×460
Extra Concrete
:Filling with Concrete(σck=40MPa)
5
F
600
:Filling with Extra Concrete(σck=40MPa)
4
H.T.B(F10T) M22
E
PLAN
:Filling with Surplus Soil
3
407
1200
LEGEND
2
1
6550
KING POST BORED PILE
1
405
4PL-22×160×810
E
D
1
L=120mm (48bolts)
Web
6960
G
60 40 205 40 60
40
2PL-22×405×810
Flange
2000
1200
22
2800
7000
34020
36420
2@75 80 2@75
=150 =150
460
16
B
500
6960
40
Splice Plate
1200
6550
H
60 40 60
22
74
280
74
29100
28500
13500
40
500
F
40
2500 800
3300
G
φ25
5
22
10300
26900
29100
H
E
A - A
B - B
C - C
D - D
CONTRACTOR
DESIGNER
REVISION
A
DESCRIPTION
DATE
22/JUL/20
METRO MANILA SUBWAY PROJECT PHASE 1
TITLE
First Submission
CROSS SECTION(2)
Shimizu - Fujita - Takenaka - EEI Joint Venture
13
12
11
10
STAGE
Initial Design
NORTH AVENUE STATION TEMPORARY DESIGN
Republic of the Philippines
14
PACKAGE CP101
PROJECTION
22/JUL/21
DATE
SCALE
DEPARTMENT OF TRANSPORTATION
A
PROJECT
9
8
SECTION B-B & C-C (B-5 - B-332)
Shimizu - Fujita - Takenaka - EEI Joint Venture
7
6
5
4
3
Technical Design
Construction Design
Third Angle
INTENDED FORMAT
A1
As Built
SHEET REV
DRAWING No.
MMSP-SFTEJV-101-NAS-SHD-TP-100005
2
A
1 : 150,1:25,1:15
1
5
9
A
Wendy Sy
Structure Inspector
October 21, 2021
2PM
Date:
KING POST PILE SET-OUT DOCUMENTATION
ITP Reference no.:
Record No.:
Project :
Project No. :
Location :
Client:
King Post Pile Ref. ID No.:
IFC Drawing Ref:
Rev. No. / Date:
A. POSITION MEASUREMENT / CHECK
Casing Center
Design Pile Location (Coordinates)
Actual Casing Location (Coordinates)
Offset / Dev.,
e (m)
Difference
Tolerance for Offset Top of Casing
/ Dev. ,e max (m)
(TOC) Elevation
NORTHING
OK
EASTING
NO
Existing Ground
Level (EGL)
B. INCLINATION MEASUREMENT / CHECK
Reference Axis (900) Position
Design Pile Inclination
X - Axis
90°
Y - Axis
90°
Actual Inclination
Tolerance (mm / m)
Remarks
Note : * Refer to the values set out in the Inspection and Test Plan
Comments:
Filled By:
Checked By:
Approved By:
Noted by:
(Name, Signature, and Date)
(Name, Signature, and Date)
(Name, Signature, and Date)
(Name, Signature, and Date)
BFPI - SURVEYOR
BFPI - BFPI QAQC ENGINEER
CONSTRUCTION - JOINT
VENTURE
QAQC ENGINEER - JOINT
VENTURE
P2469 QER.01.KP_0.BFPI 07.2021
(Name, Signature, and Date)
GC ENGINEER
THIS IS A CONTROLLED FORM
Date:
KING POST PILE H-BEAM REINFORCEMENT RECORD
ITP Reference No.:
Record No.:
Project:
Project No.:
Location:
Client:
King Post Pile Ref. ID No.:
Pile Type:
IFC/Approved Shop Dwg Ref. :
Rev. No./ Date:
H-BEAMS FABRICATION CHECK
Materials Details Checked:
H-Beam
Section No.
(from top)
Main H-Beams
Design H-Beams Size.
(mm)
Actual H-Beams Size.
(mm)
Bolts/ Nuts Joint Connection
Conformed
Qty. (pcs)
Bolt/ Nuts Dia. (mm)
Yes
No
Stud Bolts Details
Studs Bolts
Conformed
Qty. (pcs)
Ø(mm)
Length
(mm)
Yes
No
Steel Spacer
Conformed
No. of Layers
H-Beam Joint Connection Details
No. per Layer (pcs)
Yes
No
INSPECTION CHECKSHEET
Item
Conformed/
Satisfied
Activities to be Checked
H-Beam
OK
REMARKS
NO
1 Checked rebar/ fabrication engineer holding latest approved AFC drawing during fabrication
2 Checked no. of holes at joint per connection system
5 Checked spacing of bolts on flange and webs based on the drawing
6 Checked H-Beams fabrication with temporary support on the bottom to avoid possible distortion
7 Checked H-Beam be free from rust, rust pits, scale, oil, moisture, or other deleterious matter that would affect welding operation
8 Checked H-Beams secure in position / fixing elements adequate - bolted/ torque
H-Beams Fabrication
9 Checked h-beam based on the inspected segments and verified tagging's per pile schedule
10 Check welded connection of steel spacer to H-beam 4nos. per layer in accordance to IFC drawing
Stud Bolts
11 Checked provision of markings on H-beams for stud bolt welding
12 Stud bolts shall be free from rust, scale, oil, moisture, or other deleterious matter.
13 Checked spacing/ distance of stud bolts center to center based on the IFC drawing
14 Visually checked welded stud bolts to determine 360⁰ full flash with no evidence of undercut into stud base
15 Visually checked welded stud bolts to ensure no discontinuities; Checked completely and acceptable
16 Bend Test performed based on the specification: 30⁰ from its original axis.
17 Bend tested of 5% for every 28 nos. studs/ king post. ( 1no. each side)
18 Follower beams secure in position / fixing elements adequate prior to lifting - holes/ bolted/ torque
19 Check dimensions, sizes of stud bolts
20 Spacers welded/ installed on correct position & spacing in accordance to IFC drawing
Installation
20 Check if follower beams used has correct length and adequate capacity to hold H-beam during connection & final section installation.
21 H-beams clean / free of mud prior to lowering / installation to borehole. - wash by water spraying as necessary.
23 Checked at correct elevations, position & center at the borehole
24 Checked installation/ properly fixed and correct positioning of guide frame upon lowering of H-beam
25 Vertical joint support (welding flange/ bolts) between H-beam and follower adequate to carry weight during lifting / hanging.
Filed by:
Checked by:
(Name, Signature, and Date)
(Name, Signature, and Date)
BFPI REBAR ENGINEER
BFPI QA/QC ENGINEER
P2469 QER.04A.KP_0.BFPI 07.2021
Approved by:
(Name, Signature, and Date)
CONSTRUCTION - SFTE
Joint Venture
Noted by:
(Name, Signature, and Date)
QAQC ENGINEER - SFTE Joint
Venture
(Name, Signature, and Date)
GC - ENGINEER
THIS IS A CONTROLLED FORM
14
13
12
11
10
9
8
7
6
5
4
3
2
1
NORTH AVENUE STATION TEMPORARY DESIGN
K
GROUND PLAN(4)
K
S=1/200
A-1 - A-20
J
J
1
2
I
3
6500
4
7500
5
7500
6
7500
7
7500
7500
I
7500
A - A
30050
250
1200
7250
H
A
3550
A-1
B
4100
A-14
B-5
3750
5750
1850
A-8
A-11
3800
5500
4800
3400
B-13
B-17
G
B-2
A-5
B-9
A-18
8050
4100
A-10
A-15
A-19
650
6910
F
A-7
B-1
4100
5400
B-6
B-10
B-14
B-18
1850
B-3
B-7
B-11
B-15
B-19
B-8
B-12
B-16
B-20
F
8050
C
4000
A-2
34020
36420
6910
5300
A-4
5850
7000
G
3000
6550
20000
A-17
6960
8635
6550
A-13
D
3550
A-3
A-6
A-9
A-12
A-16
6960
H
A-20
B-4
6550
E
1200
6550
E
8635
E
D
D
Secant Pile Wall
H-500x200x10x16@700mm
6500
4000
4100
4100
5500
4000
4100
3500
4000
3500
4000
3500
C
C
KEY PLAN
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
33
34
35
36
37
38
39
40
41
42
43
44
45
46
47
48
49
50
51
52
Legend
A
B
B
：H-428×407×20×35
φ1200
D
E
A - A
B - B
C - C
DESIGNER
REVISION
A
DESCRIPTION
DATE
22/JUL/20
PROJECT
METRO MANILA SUBWAY PROJECT PHASE 1
TITLE
First Submission
11
10
STAGE
Initial Design
NORTH AVENUE STATION TEMPORARY DESIGN
GROUND PLAN(4)
Shimizu - Fujita - Takenaka - EEI Joint Venture
12
PACKAGE CP101
PROJECTION
Republic of the Philippines
13
：H-500×200×10×16
@700mm
22/JUL/21
DATE
SCALE
DEPARTMENT OF TRANSPORTATION
A
B
D - D
CONTRACTOR
14
Steel Pile Wall
King Post
C
9
8
A-1 - A-20
Shimizu - Fujita - Takenaka - EEI Joint Venture
7
6
5
4
Technical Design
Construction Design
Third Angle
INTENDED FORMAT
A1
As Built
SHEET REV
DRAWING No.
MMSP-SFTEJV-101-NAS-SHD-TP-100007
3
2
A
1 : 200
1
7
9
A
13
14
11
12
10
9
8
7
6
4
5
3
2
1
K
K
BORED PILE SCHEDULE 1
BORED PILE SCHEDULE 1
Mark
N/S
E/W
Mark
N/S
E/W
A-1
A-2
A-3
A-4
A-5
A-6
A-7
A-8
A-9
A-10
1621271873
1621275287
1621275777
1621267975
1621269927
1621271879
1621263980
1621265250
1621267884
1621259984
503814629
503806487
503797673
503813731
503805253
503796775
503812811
503804176
503795855
503811892
A-11
A-12
A-13
A-14
A-15
A-16
A-17
A-18
A-19
A-20
1621261936
1621263888
1621256314
1621256330
1621257941
1621258529
1621253390
1621250726
1621252679
1621254631
503803413
503794935
503816690
503811050
503802493
503793701
503816017
503809760
503801282
503792804
J
J
I
I
H
H
1
2
3
4
5
6100
3740
3000
A-13
G
5200
4000
4100
1300 2700
3550
1790 1760
A
6910
F
A-1
700
A-4
3750
3400
A-7
G
5750
350
A-10
2100
A-14
A-18
F
8700
B
4100
A-17
3700
5500
4800
3400
4100
5400
C
A-2
E
5200
1760 1790
3550
D
D
A-8
A-11
A-15
A-19
E
8700
6910
E
A-5
4000
A-3
4100
A-6
4100
A-9
5500
A-12
4000
A-16
A-20
D
BORED PILE A
1 : 150
C
C
KEYPLAN:
B
B
Prepared by:
CONTRACTOR
Approved by:
DESIGNER
Approved by:
REVISION
DATE
PROJECT
DESCRIPTION
METRO MANILA SUBWAY PROJECT PHASE-1
Project Manager
DOTr, PMO
13
12
Undersecretary
For Railway, DOTr
Shimizu - Fujita - Takenaka - EEI Joint Venture
11
10
PRC No.
Validity:
IAPOA No.
O.R. No.
PTR No.
DATE:
Place:
TIN:
9
KIYOSHI MIMURA
Project Manager
SFTE JV
Technical Design
NORTH AVENUE STATION
BORED PILES
ARCHITECT / STRUCTURAL ENGINEER / ETC.
Republic of the Philippines
14
STAGE
Initial Design
DEPARTMENT OF TRANSPORTATION
A
PACKAGE CP101
PROJECTION
TITLE
Construction Design
Third Angle
DATE:
12/10/21
SCALE:
INTENDED FORMAT:
As Built
A1
SHEET
DRAWING NO.
8
7
/
/ /7
2
MMSP-SFTEJV-101-NAS-DWG-C-200002
Shimizu - Fujita - Takenaka - EEI Joint Venture
6
5
4
3
A
1 : 150
2
1
REV
A
12/10/2021 3:40:49 pm
Checked by:
14
13
12
11
10
9
8
7
6
5
4
2
1
NOTE: Kingpost layout in this drawing is reference only.
Layout shall follow plan drawings.
NORTH AVENUE STATION TEMPORARY DESIGN
K
3
K
CROSS SECTION(4)
SECTION A-A (A-1 - A-20)
S=1/150
J
KING POST CONNECTION
+136.50m
S=1/15
φ25
5
40
40
407
60 60 60 60
40
40
1 160 85 160 1
1
14200
14900
I
405
407
1
1200
+136.40m
60 40 205 40 60
+136.50m
J
I
40
5@65=325 80 5@65=325
40
407
810
1 160
14200
2640 800
2@75 80 2@75
=150 =150
460
22
16
G
60 40 205 40 60
40
1
405
1
407
H.T.B(F10T) M22
2PL-22×405×810
L=120mm (48bolts)
F
4PL-22×160×810
500
3440
Flange
428
428
40
40
Splice Plate
F
22
22
22
60
2@80
=160
60
11760
40
22
74
280
74
30560
30100
28400
30560
G
H
60 40 60
φ25
5
22
H
Web
L=95mm (18bolts)
2PL-16×280×460
1200
8310
8700
8700
1200
8310
34020
36420
E
1200
E
KING POST BORED PILE
S=1/25
LEGEND
D
D
PLAN
:Filling with Surplus Soil
:Filling with Mortal(σck=1MPa)
:Filling with Extra Concrete(σck=40MPa)
:Filling with Concrete(σck=40MPa)
600
H-428x407x20x35
C
C
600
KEY PLAN
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
33
34
35
36
37
38
39
40
41
42
43
44
45
46
47
48
49
50
51
52
600
A
600
Concrete
σck=40N/mm2
B
B
1200
B
C
D
E
A - A
B - B
C - C
D - D
CONTRACTOR
DESIGNER
REVISION
A
DESCRIPTION
DATE
22/JUL/20
METRO MANILA SUBWAY PROJECT PHASE 1
TITLE
First Submission
CROSS SECTION(4)
Shimizu - Fujita - Takenaka - EEI Joint Venture
13
12
11
10
STAGE
Initial Design
NORTH AVENUE STATION TEMPORARY DESIGN
Republic of the Philippines
14
PACKAGE CP101
PROJECTION
22/JUL/21
DATE
SCALE
DEPARTMENT OF TRANSPORTATION
A
PROJECT
9
8
SECTION A-A (A-1 - A-20)
Shimizu - Fujita - Takenaka - EEI Joint Venture
7
6
5
4
3
Technical Design
Construction Design
Third Angle
INTENDED FORMAT
A1
As Built
SHEET REV
DRAWING No.
MMSP-SFTEJV-101-NAS-SHD-TP-100008
2
A
1 : 150,1:25,1:15
1
8
9
A
Wendy Sy
Structure Inspector
October 21, 2021
2PM
Date:
KING POST PILE DRILLING DOCUMENTATION
ITP Reference No.:
MMSP-SFTEJV-101-NAS-ITPQA-(C-) 900009
Record No.:
Project:
METRO MANILA SUBWAY PROJECT PHASE 1-CP 101
Location:
North Avenue Station
PILE REFERENCE
Project No.:
P2469
Client:
SFTE-JV
DRILLING RECORD
King Post Pile Ref. ID No.
Depth from TOC (m)
Pile Type
Time
(hh:mm)
* Tool Used
B, C)
(A,
TOC EL.
Soil Description
EGL (from TOC)
_____________________
____________________
Pile Diameter (m)
Top of Casing (TOC) Elev.
Existing Ground (EGL) Elev. (m)
Design Pile Toe Elevation (m)
Design Drill Depth fr. TOC (m)
Actual Drill Depth (m)
BORING/DRILL EQUIPMENT
Type
Operator
BORE SUPPORT
□ Fully Cased
□ Starter Casing,
_________ m
FLUID TYPE
□ Water
□ Bentonite
□ Polymer
□ None
BORING/DRILL RECORD
Date (mm/dd/yy)
Drilling Start
Time (hh:mm)
Date (mm/dd/yy)
Drilling End
Time (hh:mm)
Filled by:
(Name, Signature, and Date)
BFPI - OPERATIONS ENGINEER
Checked by:
(Name, Signature, and Date)
BFPI - QA/QC ENGINEER
Approved by:
(Name, Signature, and Date)
CONSTRUCTION - SFTE Joint Venture
(Name, Signature, and Date)
QAQC Engineer- SFTE Joint Venture
Noted by:
(Name, Signature, and Date)
GC ENGINEER
Remarks:
________________________ DESIGN TOE EL.
*
Tool Used for Drilling (input initial): ___________
______________________
ACTUAL TOE EL.
A - Auger
B - Drilling Bucket
C - Core Barrel
P2469 QER.02.KP_0.BFPI 07.2021
Toe cleaning method:
□ Cleaning Bucket
□ Air Lifting
THIS IS A CONTROLLED FORM
Date:
KING POST PILE POLYMER SLURRY TEST RECORD
ITP Reference No.:
MMSP-SFTEJV-101-NAS-ITP-QA(C-) 900009
Record No.:
Project :
METRO MANILA SUBWAY PROJECT PHASE 1-CP 101
Project No. :
Location :
North Avenue Station
Client:
King Post Pile Ref. ID No.:
Polymer:
MIXING PARAMETER / RATIO
Water :
m3
Source:
Slurry :
Slurry :
Brand:
Brand:
m3
Reminder: Fresh Slurry sampling / testing should be carried after mix has achieved required curing time in the material specification.
FRESH MIX
Date
mm-dd-yy
Time
Hr:min.
Marsh
Funnel
Viscosity
(Sec/Ltr)
pH
[40-100]
[7 to 11]
Density
(kg/Ltr.)
Sand
Content
(%)
[ <1.10]
[N/A]
Sample Location (Tank No.)
Remarks
every fresh mix
RE-FRESHING / RECYCLING
Date
mm-dd-yy
Time
Hr:min.
Marsh
Funnel
Viscosity
(Sec/Ltr)
pH
[40-100]
[7 to 11]
Density
(kg/Ltr.)
Sand
Content
(%)
[ <1.10]
[N/A]
Sample Location (Tank No.)
Remarks
every mix, before mixing and after mixing
PILE SHAFT (DURING DRILLING)
Date
mm-dd-yy
Time
Hr:min.
Marsh
Funnel
Viscosity
(Sec/Ltr)
pH
[40-100]
[7 to 11]
Density
(kg/Ltr.)
Sand
Content
(%)
[ <1.25]
[N/A]
Level of Sample from Bore Hole
Toe
Remarks
1 @ mid depth of drilling
(Check applicable)
De-sanding and
□ Recycling
By using
□ Replacement
□ Airlifting
Date /Time Start:
□ Pump
Date / Time Finished:
SHAFT (BEFORE CONCRETING)
Date
Time
Marsh
Funnel
Viscosity
(Sec/Ltr)
mm-dd-yy
Hr:min.
[40-90]
pH
Density
(kg/Ltr.)
Sand
Content
(%)
[N/A]
[1.00 to 1.10]
[ <1.0%]
Level of Sample from Bore Hole
Toe
Remarks
Minimum test:
1 - after finished the drilling
1 - after final cleaning
If SHAFT (BEFORE CONCRETING) for WATER USED
Date
mm-dd-yy
Time
Hr:min.
Marsh
Funnel
Viscosity
(Sec/Ltr)
pH
[N/A]
[7 to 11]
Prepared / Checked by:
(Name, Signature, and Date)
BFPI QA/QC ENGINEER
P2469 QER.03.KP_0.BFPI 07.2021
Density
(kg/Ltr.)
Sand
Content
(%)
[N/A]
[ <1.0%]
Level of Sample from Bore Hole
Toe
Approved by:
Remarks
Noted by:
(Name, Signature, and Date)
(Name, Signature, and Date)
(Name, Signature, and Date)
CONSTRUCTION - SFTE Joint
Venture
QAQC ENGINEER - SFTE Joint
Venture
GC ENGINEER
THIS IS A CONTROLLED FORM
Date:
KING POST PILE H-BEAM REINFORCEMENT RECORD
ITP Reference No.:
MMSP-SFTEJV-101-NAS-ITP-QA-(C-)
900009
Record No.:
Project:
METRO MANILA SUBWAY PROJECT PHASE 1-CP 101
Project No.:
Location: North Avenue Station
Client:
King Post Pile Ref. ID No.:
P2469
SFTE-JV
Pile Type:
IFC/Approved Shop Dwg Ref. :
Rev. No./ Date:
H-BEAMS FABRICATION CHECK
Materials Details Checked:
H-Beam
Section No.
(from top)
Main H-Beams
Design H-Beams Size.
(mm)
Bolts/ Nuts Joint Connection
Qty. (pcs)
Actual H-Beams Size.
(mm)
Conformed
Bolt/ Nuts Dia. (mm)
Yes
No
Stud Bolts Details
Studs Bolts
Conformed
Qty. (pcs)
Ø(mm)
Length
(mm)
Yes
No
Steel Spacer
Conformed
No. of Layers
H-Beam Joint Connection Details
No. per Layer (pcs)
Yes
No
INSPECTION CHECKSHEET
Item
Conformed/
Satisfied
Activities to be Checked
H-Beam
OK
REMARKS
NO
1 Checked rebar/ fabrication engineer holding latest approved AFC drawing during fabrication
2 Checked no. of holes at joint per connection system
5 Checked spacing of bolts on flange and webs based on the drawing
6 Checked H-Beams fabrication with temporary support on the bottom to avoid possible distortion
7 Checked H-Beam be free from rust, rust pits, scale, oil, moisture, or other deleterious matter that would affect welding operation
8 Checked H-Beams secure in position / fixing elements adequate - bolted/ torque
H-Beams Fabrication
9 Checked h-beam based on the inspected segments and verified tagging's per pile schedule
10 Check welded connection of steel spacer to H-beam 4nos. per layer in accordance to IFC drawing
Stud Bolts
11 Checked provision of markings on H-beams for stud bolt welding
12 Stud bolts shall be free from rust, scale, oil, moisture, or other deleterious matter.
13 Checked spacing/ distance of stud bolts center to center based on the IFC drawing
14 Visually checked welded stud bolts to determine 360⁰ full flash with no evidence of undercut into stud base
15 Visually checked welded stud bolts to ensure no discontinuities; Checked completely and acceptable
16 Bend Test performed based on the specification: 30⁰ from its original axis.
17 Bend tested of 5% for every 28 nos. studs/ king post. ( 1no. each side)
18 Follower beams secure in position / fixing elements adequate prior to lifting - holes/ bolted/ torque
19 Check dimensions, sizes of stud bolts
20 Spacers welded/ installed on correct position & spacing in accordance to IFC drawing
Installation
20 Check if follower beams used has correct length and adequate capacity to hold H-beam during connection & final section installation.
21 H-beams clean / free of mud prior to lowering / installation to borehole. - wash by water spraying as necessary.
23 Checked at correct elevations, position & center at the borehole
24 Checked installation/ properly fixed and correct positioning of guide frame upon lowering of H-beam
25 Vertical joint support (welding flange/ bolts) between H-beam and follower adequate to carry weight during lifting / hanging.
Filed by:
Checked by:
(Name, Signature, and Date)
(Name, Signature, and Date)
BFPI OPS ENGINEER
BFPI QA/QC ENGINEER
P2469 QER.04A.KP_0.BFPI 07.2021
Approved by:
(Name, Signature, and Date)
CONSTRUCTION -SFTE Joint
Venture
Noted by:
(Name, Signature, and Date)
QAQC ENGINEER - SFTE
Joint Venture
(Name, Signature, and Date)
GC - ENGINEER
THIS IS A CONTROLLED FORM
Date:
KING POST PILE H-BEAM REINFORCEMENT RECORD
MMSP-SFTEJV-101-NAS-ITPQA-(C-) 900009
ITP Reference No.:
Record No.:
Project:
METRO MANILA SUBWAY PROJECT PHASE 1-CP 101
Location:
North Avenue Station
Project No.: P2469
SFTE-JV
Client:
King Post Pile Ref. ID No.:
Pile Type:
IFC/Approved Shop Dwg Ref. :
Rev. No./ Date:
H-BEAMS FABRICATION CHECK
AA
BB
DD
CC
Top of H-Beam Elev._ __ _ _ _ _ _ _ Elev. _____________
=
Offset Elevation: ___________
-
Dist. from Offset to Bottom elev. of follower Beam: ____________
EGL _ _ _ _ _ _ _ _ _ _ _ _ _ Elev. _________________
H-Beam Section : ______________
Design Length:
_______m +
_______m
=
_________m
Acrual Length:
_______m +
_______m
=
_________m
Spacers:
Distance of spacer center to center : ______________
No. of Layer: ______________
No. of spacer per layer: ________________
Bottom Elevation of H-Beam._ _ _ _ _ _ _ _ _ _ _ Elev. _________________
Toe Elev of Borehole.._ _ _ _ _ _ _ _ _ _ _ Elev. _________________
REMARKS:
Filed by:
Checked by:
(Name, Signature, and Date)
(Name, Signature, and Date)
BFPI OPS ENGINEER
BFPI QA/QC ENGINEER
P2469 QER.04B.KP_0.BFPI 07.2021
Approved by:
(Name, Signature, and Date)
CONSTRUCTION -SFTE Joint
Venture
Noted by:
(Name, Signature, and Date)
QAQC ENGINEER - SFTE Joint
Venture
(Name, Signature, and Date)
GC - ENGINEER
THIS IS A CONTROLLED FORM
Date:
KING POST PILE CONCRETING RECORD
ITP Reference No.
MMSP-SFTEJV-101-NAS-ITP-QA-(C-) 900009
Record No.:
Project:
METRO MANILA SUBWAY PROJECT PHASE 1-CP 101
Project No.: P2469
Location:
North Avenue Station
Client:
SFTE-JV
King Post Pile Ref. No. :
Top of Casing (TOC) Elev. (m) :
Concrete level fr. TOC (m):
Date of Concreting:
Pile Diameter (mm) :
Cut-off Level (COL) Elev. (m) :
a. Target
Concrete Supplier :
Design Pile Length (m ):
Cut-off Level fr. TOC (m):
Concrete Volume (m³) :
Design Compressive Strength (psi) :
a. Design
Existing Ground Level (m) :
Delivery Receiving on-site
Testing On-site
b. Estimated
Pouring Time
Method of Con. Placement: Direct Pouring
Conc. Volume (m³)
Note :
Truck
Number
Time of
Batching
Time of
Testing
* Slump Ht.
1). * Refer to the values set out in the Inspection and Test Plan
No. of
Samples
Start
End
Truck Load Cumulativ
Qty.
e Qty.
2). ** Depth from TOC to Actual Pile Toe Level (Prior to pouring)
Concrete Pump
Line Pump
Others
Concrete Pour Monitoring
Concrete Depth from TOC
(measured from sounding )
Docket Number
@ ________ days
Before
Pouring
(m)
After
Pouring
(m)
A
B
Tremie Length (m)
Rise
(After
Before Pouring
Pouring (m)
Before
Pouring)
C=B-A
D
Embedment
(m)
Distance
Remarks
Tremie pipe bot.
edge to toe level
prior to concrete
(m)
E=D-A
3). Check sedimentation from previous depth measurement (prior to pouring)
INTERRUPTIONS / DELAYS (Workability)
Duration
Break longer than 15 minutes:
T=
minutes
From
Hr:min.
To
To
Hr:min.
Break longer than 15 minutes:
T=
minutes
From
Hr:min.
To
To
Hr:min.
Remarks:
Filled by:
(Name, Signature, and Date)
BFPI - OPERATIONS ENGINEER
P2469 QER.05.KP_0.BFPI 07.2021
Checked by:
(Name, Signature, and Date)
BFPI - QA/QC ENGINEER
Approved by:
(Name, Signature, and Date)
QA/QC ENGINEER -SFTE Joint Venture
Noted by:
(Name, Signature, and Date)
CONSTRUCTION - SFTE Joint Venture
(Name, Signature, and Date)
GC - ENGINEER
THIS IS A CONTROLLED FORM
Date:
MMSP-SFTEJV-101-NAS-ITP-QA-(C-)
ITP Reference No.:
900009
Record No.:
KING POST PILE MORTAR PLACEMENT RECORD
Project:
METRO MANILA SUBWAY PROJECT PHASE 1-CP 101
Location:
North Avenue Station
P2469
Project No.:
SFTE-JV
Client
King Post Pile Ref. No. :
Cut-off Level (COL) Elev. (m) :
Method of Mortar Placement:
Mortar placement:
Pile Diameter (mm) :
Existing Concrete Level fr. TOC (m):
Tremie Pipe
Concrete Pump
Design Pile Length (m ):
Mortar Volume (m³) :
Direct Pouring
Others/ Specify
Top of Casing (TOC) Elev. (m) :
a. Design
Date:
b. Estimated
Delivery Receiving on-site
`
Design Compressive Strength (psi) :
Testing On-site
Pouring Time
Conc. Volume (m³)
Mortar Placement Monitoring
Concrete Depth from TOC
(measured from sounding )
Docket Number
Truck
Number
Time of
Batching
Time of
Testing
* Slump
Time:
Mortar Supplier :
No. of
Samples
Start
End
Truck
Cumulative
Before Pouring
Load Qty.
Qty.
(m)
A
Rise
After Pouring (After Pouring (m)
Before
Pouring)
B
C=B-A
Tremie Length (m)
Before
Pouring
(m)
Embedment
(m)
D
E=D-A
REMARKS
**
INTERRUPTIONS / DELAYS (Workability)
Duration
Break longer than 15 minutes:
T=
minutes
From
Hr:min.
To
Hr:min.
Break longer than 15 minutes:
T=
minutes
From
Hr:min.
To
Hr:min.
Remarks:
Filled by:
Checked by:
Approved by:
Noted by:
(Name, Signature, and Date)
(Name, Signature, and Date)
(Name, Signature, and Date)
(Name, Signature, and Date)
(Name, Signature, and Date)
BFPI - OPERATIONS
ENGINEER
BFPI - QA/QC ENGINEER
CONSTRUCTION - SFTE Joint Venture
QAQC ENGINEER - SFTE Joint Venture
GC - ENGINEER
P2469 QER.06.KP_0.BFPI 07.2021
THIS IS A CONTROLLED FORM
Date:
KING POST PILE BACKFILL RECORDS
MMSP-SFTEJV-101-NASITP-QA-(C-) 900009
Shift:
ITP Reference No.:
Record No:
Project:
METRO MANILA SUBWAY PROJECT PHASE 1-CP 101
Project No:
P2469
DS
Location:
North Avenue Station
Client:
SFTE-JV
NS
Note: Attach Key Plan with "marked" or "highlighted" location requested.
King Post Pile Reference No.:
Pile Diameter (mm):
Pile Type:
Top of Casing (TOC) Elev.:
Zone/ Area:
Existing Ground Elevation:
Grid Line / Location:
Initial Elevation
Final Depth: Elev.
Date (mm/dd/yy)
Backfilling Start:
Time (hh:mm)
Date (mm/dd/yy)
Est. backfill materials vol. (m3):
Backfilling End:
Approved Backfill Materials:
PARTICULARS
Time (hh:mm)
SATISFIED/CONFORMED?
Yes
No
REMARKS (if necessary)
N/A
a. Clear equipment access
b. Free from obstructions
c.
Excavated materials (surplus soil)
provided protection/ berm
d. Properly compacted
f As per approved plan
g
Removal of excess backfill materials
along the pile area.
Filled by:
(Name, Signature & Date)
BFPI - FIELD ENGINEER
P2469 QER.07.KP_0.BFPI 07.2021
Checked by:
(Name, Signature & Date)
BFPI - QA/QC
ENGINEER
Approved by:
(Name, Signature & Date)
CONSTRUCTION - SFTE
Joint Venture
Noted by:
(Name, Signature & Date)
QAQC ENGINEER - SFTE
Joint Venture
(Name, Signature & Date)
GC - ENGINEER
THIS IS A CONTROLLED FORM
13
14
11
12
10
9
8
7
6
4
5
3
2
1
K
K
BORED PILE SCHEDULE 2
J
I
H
5
BORED PILE SCHEDULE 2
BORED PILE SCHEDULE 2
BORED PILE SCHEDULE 2
Mark
N/S
E/W
Mark
N/S
E/W
Mark
N/S
E/W
Mark
N/S
E/W
B-1
B-2
B-3
B-4
B-5
B-6
B-7
B-8
B-9
B-10
B-11
B-12
B-13
B-14
B-15
B-16
B-17
B-18
B-19
B-20
B-21
1621246336
1621247898
1621249468
1621251030
1621242925
1621244487
1621246058
1621247619
1621239027
1621240589
1621242160
1621243721
1621235617
1621237178
1621238749
1621240311
1621231719
1621233280
1621234851
1621236412
1621228308
503810555
503803773
503796951
503790169
503809770
503802987
503796166
503789383
503808872
503802090
503795268
503788486
503808087
503801305
503794483
503787700
503807190
503800407
503793586
503786803
503806404
B-22
B-23
B-24
B-25
B-26
B-27
B-28
B-29
B-30
B-31
B-32
B-33
B-34
B-35
B-36
B-37
B-38
B-39
B-40
B-41
B-42
1621229869
1621231440
1621233002
1621224410
1621225971
1621227542
1621230273
1621220999
1621222561
1621224131
1621225693
1621217101
1621218663
1621220233
1621221795
1621213690
1621215252
1621216823
1621218384
1621209792
1621211354
503799622
503792800
503786018
503805507
503798724
503791903
503785389
503804721
503797939
503791117
503784335
503803824
503797041
503790220
503783437
503803039
503796256
503789435
503782652
503802141
503795359
B-43
B-44
B-45
B-46
B-47
B-48
B-49
B-50
B-51
B-52
B-53
B-54
B-55
B-56
B-57
B-58
B-59
B-60
B-61
B-62
B-63
1621212925
1621214486
1621206381
1621207943
1621209514
1621211075
1621202483
1621204045
1621205616
1621207177
1621199073
1621199952
1621201523
1621203767
1621195175
1621196736
1621198307
1621199869
1621191764
1621193326
1621194896
503788537
503781755
503801356
503794573
503787752
503780969
503800458
503793676
503786854
503780072
503799673
503792733
503785912
503779286
503798776
503791993
503785171
503778389
503797990
503791208
503784386
B-64
B-65
B-66
B-67
B-68
B-69
B-70
B-71
B-72
B-73
B-74
B-75
B-76
B-77
B-78
B-79
B-80
B-81
B-82
B-83
B-84
1621196458
1621187866
1621189428
1621190998
1621192560
1621184455
1621186017
1621187587
1621189149
1621180557
1621182119
1621183689
1621185251
1621177146
1621178708
1621180279
1621181840
1621173248
1621174810
1621176381
1621177942
503777604
503797093
503790310
503783489
503776706
503796307
503789525
503782703
503775921
503795410
503788627
503781806
503775023
503794625
503787842
503781021
503774238
503793727
503786945
503780123
503773340
6
7
7500
8
7500
9
7500
10
7500
11
7500
12
7500
J
I
H
13
7500
14
7500
15
7500
7500
G
G
3500
4000
2000
2000
3500
2000
4000
2000
3500
4000
2000
2000
3500
2000
4000
2000
3500
2000
4000
2000
3500
4000
2000
2000
3500
2000
4000
2000
3500
4000
2000
2000
3500
2000
4000
2000
3500
2000
4000
2000
2000
3550
F
B-1
B-5
B-9
B-13
B-17
B-21
B-25
B-29
B-33
B-37
B-41
B-45
B-49
B-53
B-57
B-61
B-65
B-69
B-73
B-77
B-81
F
6960
3550
A
B
3500
6910
3410
1300
E
B-6
B-10
B-14
B-18
B-22
B-26
B-30
B-34
B-38
B-42
B-46
B-50
B-54
B-58
B-62
B-66
B-70
B-74
B-78
B-82
E
3410
6910
3500
7000
C
B-2
B-7
B-11
B-15
B-19
B-23
B-27
B-31
B-35
B-39
B-43
B-47
B-51
B-55
B-59
B-63
B-67
B-71
B-75
B-79
B-83
6960
D
D
B-3
D
3550
3550
800
E
B-4
B-8
B-12
B-16
B-20
B-24
B-28
B-32
B-36
B-40
B-44
B-48
B-52
B-56
B-60
B-64
B-68
B-72
B-76
B-80
B-84
C
C
BORED PILE B
KEYPLAN:
1 : 150
B
B
Prepared by:
CONTRACTOR
Approved by:
DESIGNER
Approved by:
REVISION
DATE
PROJECT
DESCRIPTION
METRO MANILA SUBWAY PROJECT PHASE-1
Project Manager
DOTr, PMO
13
12
Undersecretary
For Railway, DOTr
Shimizu - Fujita - Takenaka - EEI Joint Venture
11
10
PRC No.
Validity:
IAPOA No.
O.R. No.
PTR No.
DATE:
Place:
TIN:
9
KIYOSHI MIMURA
Project Manager
SFTE JV
Technical Design
NORTH AVENUE STATION
BORED PILES
ARCHITECT / STRUCTURAL ENGINEER / ETC.
Republic of the Philippines
14
STAGE
Initial Design
DEPARTMENT OF TRANSPORTATION
A
PACKAGE CP101
PROJECTION
TITLE
Construction Design
Third Angle
DATE:
12/10/21
SCALE:
INTENDED FORMAT:
As Built
A1
SHEET
DRAWING NO.
8
7
/
/ /7
3
MMSP-SFTEJV-101-NAS-DWG-C-200003
Shimizu - Fujita - Takenaka - EEI Joint Venture
6
5
4
3
A
1 : 150
2
1
REV
A
12/10/2021 3:40:49 pm
Checked by:
14
13
12
11
10
9
8
7
6
5
4
3
2
1
NORTH AVENUE STATION TEMPORARY DESIGN
K
GROUND PLAN(1)
K
S=1/200
B-1 - B-100
J
J
5
6
I
7
7500
8
7500
9
7500
10
7500
11
7500
12
7500
13
7500
7500
14
15
7500
16
7500
B - B
17
7500
18
7500
I
7500
C - C
B-9
B-13
B-17
B-21
B-25
B-29
B-33
B-37
B-41
B-45
B-49
B-53
B-57
B-61
B-65
B-69
B-73
B-77
B-81
B-85
B-87
B-89
B-93
B-6
B-10
B-14
B-18
B-22
B-26
B-30
B-34
B-38
B-42
B-46
B-50
B-54
B-58
B-62
B-66
B-70
B-74
B-78
B-82
B-90
B-94
B-7
B-11
B-15
B-19
B-23
B-27
B-31
B-35
B-39
B-43
B-47
B-51
B-55
B-59
B-63
B-67
B-71
B-75
B-79
B-83
B-91
B-95
B-64
B-68
B-72
B-76
B-80
B-84
B-92
B-96
7000
B-2
B-3
F
B-98
B-102
B-99
B-103
B-100
B-104
F
6960
B-12
B-16
B-20
B-24
B-28
B-32
B-36
B-40
B-44
B-48
B-52
B-56
B-60
B-86
2800 1200
B-88
4550
2950
E
6550
B-8
6550
E
G
3300
6960
4200
B-4
B-101
7000
G
B-97
6960
B-5
6960
B-1
6550
H
6550
H
D
D
4100
3500
4000
3500
4000
3500
4000
3500
4000
3500
4000
3500
4000
3500
4000
3500
4000
3500
4000
3500
4000
3500
4000
3500
4000
3500
4000
C
C
KEY PLAN
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
33
34
35
36
37
38
39
40
41
42
43
44
45
46
47
48
49
50
51
52
Legend
A
B
B
King Post
C
：H-428×407×20×35
φ1200
D
E
A - A
B - B
C - C
D - D
CONTRACTOR
DESIGNER
REVISION
A
DESCRIPTION
DATE
22/JUL/20
PROJECT
METRO MANILA SUBWAY PROJECT PHASE 1
TITLE
First Submission
GROUND PLAN(1)
Shimizu - Fujita - Takenaka - EEI Joint Venture
12
11
10
STAGE
Initial Design
NORTH AVENUE STATION TEMPORARY DESIGN
Republic of the Philippines
13
PACKAGE CP101
PROJECTION
22/JUL/21
DATE
SCALE
DEPARTMENT OF TRANSPORTATION
A
14
B
9
8
B-1 - B-100
Shimizu - Fujita - Takenaka - EEI Joint Venture
7
6
5
4
Technical Design
Construction Design
Third Angle
INTENDED FORMAT
A1
As Built
SHEET REV
DRAWING No.
MMSP-SFTEJV-101-NAS-SHD-TP-100001
3
2
A
1 : 200
1
1
9
A
14
13
12
11
10
9
8
7
6
5
4
2
1
NOTE: Kingpost layout in this drawing is reference only.
Layout shall follow plan drawings.
NORTH AVENUE STATION TEMPORARY DESIGN
K
3
K
CROSS SECTION(2)
SECTION B-B & C-C (B-5 - B-332)
S=1/150
J
KING POST CONNECTION
+136.50m
S=1/15
1100
+136.40m
40
40
407
60 60 60 60
40
40
1 160 85 160 1
1
1
405
407
13400
14900
I
φ25
5
60 40 205 40 60
+136.50m
J
I
40
5@65=325 80 5@65=325
40
407
810
1 160
60
2@80
=160
60
600
:Filling with Mortal(σck=1MPa)
13
14
15
16
17
18
19
20
21
22
23
24
25
26
27
28
30
31
32
33
34
35
36
37
38
39
40
41
42
43
44
45
46
47
48
49
50
51
52
22
22
22
428
428
2500
200
A
B
Concrete
σck=40N/mm2
C
500
B
800
600
2000
2500
29
D
6@200=1200
12
Stud 22φx150
n=28
Yielding strength
above 235N/mm2
C
200
11
6@200=1200
10
D
600
800
600
600
9
Extra Concrete
Stud 22φx150
n=28
Yielding strength
above 235N/mm2
Concrete
σck=40N/mm2
1200
KEY PLAN
8
S=1/25
SECTION
Stud 22φx150
Yielding strength
above 235N/mm2
C
7
L=95mm (18bolts)
H-428x407x20x35
200
104 104
6
2PL-16×280×460
Extra Concrete
:Filling with Concrete(σck=40MPa)
5
F
600
:Filling with Extra Concrete(σck=40MPa)
4
H.T.B(F10T) M22
E
PLAN
:Filling with Surplus Soil
3
407
1200
LEGEND
2
1
6550
KING POST BORED PILE
1
405
4PL-22×160×810
E
D
1
L=120mm (48bolts)
Web
6960
G
60 40 205 40 60
40
2PL-22×405×810
Flange
2000
1200
22
2800
7000
34020
36420
2@75 80 2@75
=150 =150
460
16
B
500
6960
40
Splice Plate
1200
6550
H
60 40 60
22
74
280
74
29100
28500
13500
40
500
F
40
2500 800
3300
G
φ25
5
22
10300
26900
29100
H
E
A - A
B - B
C - C
D - D
CONTRACTOR
DESIGNER
REVISION
A
DESCRIPTION
DATE
22/JUL/20
METRO MANILA SUBWAY PROJECT PHASE 1
TITLE
First Submission
CROSS SECTION(2)
Shimizu - Fujita - Takenaka - EEI Joint Venture
13
12
11
10
STAGE
Initial Design
NORTH AVENUE STATION TEMPORARY DESIGN
Republic of the Philippines
14
PACKAGE CP101
PROJECTION
22/JUL/21
DATE
SCALE
DEPARTMENT OF TRANSPORTATION
A
PROJECT
9
8
SECTION B-B & C-C (B-5 - B-332)
Shimizu - Fujita - Takenaka - EEI Joint Venture
7
6
5
4
3
Technical Design
Construction Design
Third Angle
INTENDED FORMAT
A1
As Built
SHEET REV
DRAWING No.
MMSP-SFTEJV-101-NAS-SHD-TP-100005
2
A
1 : 150,1:25,1:15
1
5
9
A
Wendy Sy
Structure Inspector
October 21, 2021
2PM
Date:
KING POST PILE DRILLING DOCUMENTATION
ITP Reference No.:
MMSP-SFTEJV-101-NAS-ITPQA-(C-) 900009
Record No.:
Project:
METRO MANILA SUBWAY PROJECT PHASE 1-CP 101
Location:
North Avenue Station
PILE REFERENCE
Project No.:
P2469
Client:
SFTE-JV
DRILLING RECORD
King Post Pile Ref. ID No.
Depth from TOC (m)
Pile Type
Time
(hh:mm)
* Tool Used
B, C)
(A,
TOC EL.
Soil Description
EGL (from TOC)
_____________________
____________________
Pile Diameter (m)
Top of Casing (TOC) Elev.
Existing Ground (EGL) Elev. (m)
Design Pile Toe Elevation (m)
Design Drill Depth fr. TOC (m)
Actual Drill Depth (m)
BORING/DRILL EQUIPMENT
Type
Operator
BORE SUPPORT
□ Fully Cased
□ Starter Casing,
_________ m
FLUID TYPE
□ Water
□ Bentonite
□ Polymer
□ None
BORING/DRILL RECORD
Date (mm/dd/yy)
Drilling Start
Time (hh:mm)
Date (mm/dd/yy)
Drilling End
Time (hh:mm)
Filled by:
(Name, Signature, and Date)
BFPI - OPERATIONS ENGINEER
Checked by:
(Name, Signature, and Date)
BFPI - QA/QC ENGINEER
Approved by:
(Name, Signature, and Date)
CONSTRUCTION - SFTE Joint Venture
(Name, Signature, and Date)
QAQC Engineer- SFTE Joint Venture
Noted by:
(Name, Signature, and Date)
GC ENGINEER
Remarks:
________________________ DESIGN TOE EL.
*
Tool Used for Drilling (input initial): ___________
______________________
ACTUAL TOE EL.
A - Auger
B - Drilling Bucket
C - Core Barrel
P2469 QER.02.KP_0.BFPI 07.2021
Toe cleaning method:
□ Cleaning Bucket
□ Air Lifting
THIS IS A CONTROLLED FORM
Date:
KING POST PILE POLYMER SLURRY TEST RECORD
ITP Reference No.:
MMSP-SFTEJV-101-NAS-ITP-QA(C-) 900009
Record No.:
Project :
METRO MANILA SUBWAY PROJECT PHASE 1-CP 101
Project No. :
Location :
North Avenue Station
Client:
King Post Pile Ref. ID No.:
Polymer:
MIXING PARAMETER / RATIO
Water :
m3
Source:
Slurry :
Slurry :
Brand:
Brand:
m3
Reminder: Fresh Slurry sampling / testing should be carried after mix has achieved required curing time in the material specification.
FRESH MIX
Date
mm-dd-yy
Time
Hr:min.
Marsh
Funnel
Viscosity
(Sec/Ltr)
pH
[40-100]
[7 to 11]
Density
(kg/Ltr.)
Sand
Content
(%)
[ <1.10]
[N/A]
Sample Location (Tank No.)
Remarks
every fresh mix
RE-FRESHING / RECYCLING
Date
mm-dd-yy
Time
Hr:min.
Marsh
Funnel
Viscosity
(Sec/Ltr)
pH
[40-100]
[7 to 11]
Density
(kg/Ltr.)
Sand
Content
(%)
[ <1.10]
[N/A]
Sample Location (Tank No.)
Remarks
every mix, before mixing and after mixing
PILE SHAFT (DURING DRILLING)
Date
mm-dd-yy
Time
Hr:min.
Marsh
Funnel
Viscosity
(Sec/Ltr)
pH
[40-100]
[7 to 11]
Density
(kg/Ltr.)
Sand
Content
(%)
[ <1.25]
[N/A]
Level of Sample from Bore Hole
Toe
Remarks
1 @ mid depth of drilling
(Check applicable)
De-sanding and
□ Recycling
By using
□ Replacement
□ Airlifting
Date /Time Start:
□ Pump
Date / Time Finished:
SHAFT (BEFORE CONCRETING)
Date
Time
Marsh
Funnel
Viscosity
(Sec/Ltr)
mm-dd-yy
Hr:min.
[40-90]
pH
Density
(kg/Ltr.)
Sand
Content
(%)
[N/A]
[1.00 to 1.10]
[ <1.0%]
Level of Sample from Bore Hole
Toe
Remarks
Minimum test:
1 - after finished the drilling
1 - after final cleaning
If SHAFT (BEFORE CONCRETING) for WATER USED
Date
mm-dd-yy
Time
Hr:min.
Marsh
Funnel
Viscosity
(Sec/Ltr)
pH
[N/A]
[7 to 11]
Prepared / Checked by:
(Name, Signature, and Date)
BFPI QA/QC ENGINEER
P2469 QER.03.KP_0.BFPI 07.2021
Density
(kg/Ltr.)
Sand
Content
(%)
[N/A]
[ <1.0%]
Level of Sample from Bore Hole
Toe
Approved by:
Remarks
Noted by:
(Name, Signature, and Date)
(Name, Signature, and Date)
(Name, Signature, and Date)
CONSTRUCTION - SFTE Joint
Venture
QAQC ENGINEER - SFTE Joint
Venture
GC ENGINEER
THIS IS A CONTROLLED FORM
Date:
KING POST PILE H-BEAM REINFORCEMENT RECORD
ITP Reference No.:
MMSP-SFTEJV-101-NAS-ITP-QA-(C-)
900009
Record No.:
Project:
METRO MANILA SUBWAY PROJECT PHASE 1-CP 101
Project No.:
Location: North Avenue Station
Client:
King Post Pile Ref. ID No.:
P2469
SFTE-JV
Pile Type:
IFC/Approved Shop Dwg Ref. :
Rev. No./ Date:
H-BEAMS FABRICATION CHECK
Materials Details Checked:
H-Beam
Section No.
(from top)
Main H-Beams
Design H-Beams Size.
(mm)
Bolts/ Nuts Joint Connection
Qty. (pcs)
Actual H-Beams Size.
(mm)
Conformed
Bolt/ Nuts Dia. (mm)
Yes
No
Stud Bolts Details
Studs Bolts
Conformed
Qty. (pcs)
Ø(mm)
Length
(mm)
Yes
No
Steel Spacer
Conformed
No. of Layers
H-Beam Joint Connection Details
No. per Layer (pcs)
Yes
No
INSPECTION CHECKSHEET
Item
Conformed/
Satisfied
Activities to be Checked
H-Beam
OK
REMARKS
NO
1 Checked rebar/ fabrication engineer holding latest approved AFC drawing during fabrication
2 Checked no. of holes at joint per connection system
5 Checked spacing of bolts on flange and webs based on the drawing
6 Checked H-Beams fabrication with temporary support on the bottom to avoid possible distortion
7 Checked H-Beam be free from rust, rust pits, scale, oil, moisture, or other deleterious matter that would affect welding operation
8 Checked H-Beams secure in position / fixing elements adequate - bolted/ torque
H-Beams Fabrication
9 Checked h-beam based on the inspected segments and verified tagging's per pile schedule
10 Check welded connection of steel spacer to H-beam 4nos. per layer in accordance to IFC drawing
Stud Bolts
11 Checked provision of markings on H-beams for stud bolt welding
12 Stud bolts shall be free from rust, scale, oil, moisture, or other deleterious matter.
13 Checked spacing/ distance of stud bolts center to center based on the IFC drawing
14 Visually checked welded stud bolts to determine 360⁰ full flash with no evidence of undercut into stud base
15 Visually checked welded stud bolts to ensure no discontinuities; Checked completely and acceptable
16 Bend Test performed based on the specification: 30⁰ from its original axis.
17 Bend tested of 5% for every 28 nos. studs/ king post. ( 1no. each side)
18 Follower beams secure in position / fixing elements adequate prior to lifting - holes/ bolted/ torque
19 Check dimensions, sizes of stud bolts
20 Spacers welded/ installed on correct position & spacing in accordance to IFC drawing
Installation
20 Check if follower beams used has correct length and adequate capacity to hold H-beam during connection & final section installation.
21 H-beams clean / free of mud prior to lowering / installation to borehole. - wash by water spraying as necessary.
23 Checked at correct elevations, position & center at the borehole
24 Checked installation/ properly fixed and correct positioning of guide frame upon lowering of H-beam
25 Vertical joint support (welding flange/ bolts) between H-beam and follower adequate to carry weight during lifting / hanging.
Filed by:
Checked by:
(Name, Signature, and Date)
(Name, Signature, and Date)
BFPI OPS ENGINEER
BFPI QA/QC ENGINEER
P2469 QER.04A.KP_0.BFPI 07.2021
Approved by:
(Name, Signature, and Date)
CONSTRUCTION -SFTE Joint
Venture
Noted by:
(Name, Signature, and Date)
QAQC ENGINEER - SFTE
Joint Venture
(Name, Signature, and Date)
GC - ENGINEER
THIS IS A CONTROLLED FORM
Date:
KING POST PILE H-BEAM REINFORCEMENT RECORD
MMSP-SFTEJV-101-NAS-ITPQA-(C-) 900009
ITP Reference No.:
Record No.:
Project:
METRO MANILA SUBWAY PROJECT PHASE 1-CP 101
Location:
North Avenue Station
Project No.: P2469
SFTE-JV
Client:
King Post Pile Ref. ID No.:
Pile Type:
IFC/Approved Shop Dwg Ref. :
Rev. No./ Date:
H-BEAMS FABRICATION CHECK
AA
BB
DD
CC
Top of H-Beam Elev._ __ _ _ _ _ _ _ Elev. _____________
=
Offset Elevation: ___________
-
Dist. from Offset to Bottom elev. of follower Beam: ____________
EGL _ _ _ _ _ _ _ _ _ _ _ _ _ Elev. _________________
H-Beam Section : ______________
Design Length:
_______m +
_______m
=
_________m
Acrual Length:
_______m +
_______m
=
_________m
Spacers:
Distance of spacer center to center : ______________
No. of Layer: ______________
No. of spacer per layer: ________________
Bottom Elevation of H-Beam._ _ _ _ _ _ _ _ _ _ _ Elev. _________________
Toe Elev of Borehole.._ _ _ _ _ _ _ _ _ _ _ Elev. _________________
REMARKS:
Filed by:
Checked by:
(Name, Signature, and Date)
(Name, Signature, and Date)
BFPI OPS ENGINEER
BFPI QA/QC ENGINEER
P2469 QER.04B.KP_0.BFPI 07.2021
Approved by:
(Name, Signature, and Date)
CONSTRUCTION -SFTE Joint
Venture
Noted by:
(Name, Signature, and Date)
QAQC ENGINEER - SFTE Joint
Venture
(Name, Signature, and Date)
GC - ENGINEER
THIS IS A CONTROLLED FORM
Date:
KING POST PILE CONCRETING RECORD
ITP Reference No.
MMSP-SFTEJV-101-NAS-ITP-QA-(C-) 900009
Record No.:
Project:
METRO MANILA SUBWAY PROJECT PHASE 1-CP 101
Project No.: P2469
Location:
North Avenue Station
Client:
SFTE-JV
King Post Pile Ref. No. :
Top of Casing (TOC) Elev. (m) :
Concrete level fr. TOC (m):
Date of Concreting:
Pile Diameter (mm) :
Cut-off Level (COL) Elev. (m) :
a. Target
Concrete Supplier :
Design Pile Length (m ):
Cut-off Level fr. TOC (m):
Concrete Volume (m³) :
Design Compressive Strength (psi) :
a. Design
Existing Ground Level (m) :
Delivery Receiving on-site
Testing On-site
b. Estimated
Pouring Time
Method of Con. Placement: Direct Pouring
Conc. Volume (m³)
Note :
Truck
Number
Time of
Batching
Time of
Testing
* Slump Ht.
1). * Refer to the values set out in the Inspection and Test Plan
No. of
Samples
Start
End
Truck Load Cumulativ
Qty.
e Qty.
2). ** Depth from TOC to Actual Pile Toe Level (Prior to pouring)
Concrete Pump
Line Pump
Others
Concrete Pour Monitoring
Concrete Depth from TOC
(measured from sounding )
Docket Number
@ ________ days
Before
Pouring
(m)
After
Pouring
(m)
A
B
Tremie Length (m)
Rise
(After
Before Pouring
Pouring (m)
Before
Pouring)
C=B-A
D
Embedment
(m)
Distance
Remarks
Tremie pipe bot.
edge to toe level
prior to concrete
(m)
E=D-A
3). Check sedimentation from previous depth measurement (prior to pouring)
INTERRUPTIONS / DELAYS (Workability)
Duration
Break longer than 15 minutes:
T=
minutes
From
Hr:min.
To
To
Hr:min.
Break longer than 15 minutes:
T=
minutes
From
Hr:min.
To
To
Hr:min.
Remarks:
Filled by:
(Name, Signature, and Date)
BFPI - OPERATIONS ENGINEER
P2469 QER.05.KP_0.BFPI 07.2021
Checked by:
(Name, Signature, and Date)
BFPI - QA/QC ENGINEER
Approved by:
(Name, Signature, and Date)
QA/QC ENGINEER -SFTE Joint Venture
Noted by:
(Name, Signature, and Date)
CONSTRUCTION - SFTE Joint Venture
(Name, Signature, and Date)
GC - ENGINEER
THIS IS A CONTROLLED FORM
Date:
MMSP-SFTEJV-101-NAS-ITP-QA-(C-)
ITP Reference No.:
900009
Record No.:
KING POST PILE MORTAR PLACEMENT RECORD
Project:
METRO MANILA SUBWAY PROJECT PHASE 1-CP 101
Location:
North Avenue Station
P2469
Project No.:
SFTE-JV
Client
King Post Pile Ref. No. :
Cut-off Level (COL) Elev. (m) :
Method of Mortar Placement:
Mortar placement:
Pile Diameter (mm) :
Existing Concrete Level fr. TOC (m):
Tremie Pipe
Concrete Pump
Design Pile Length (m ):
Mortar Volume (m³) :
Direct Pouring
Others/ Specify
Top of Casing (TOC) Elev. (m) :
a. Design
Date:
b. Estimated
Delivery Receiving on-site
`
Design Compressive Strength (psi) :
Testing On-site
Pouring Time
Conc. Volume (m³)
Mortar Placement Monitoring
Concrete Depth from TOC
(measured from sounding )
Docket Number
Truck
Number
Time of
Batching
Time of
Testing
* Slump
Time:
Mortar Supplier :
No. of
Samples
Start
End
Truck
Cumulative
Before Pouring
Load Qty.
Qty.
(m)
A
Rise
After Pouring (After Pouring (m)
Before
Pouring)
B
C=B-A
Tremie Length (m)
Before
Pouring
(m)
Embedment
(m)
D
E=D-A
REMARKS
**
INTERRUPTIONS / DELAYS (Workability)
Duration
Break longer than 15 minutes:
T=
minutes
From
Hr:min.
To
Hr:min.
Break longer than 15 minutes:
T=
minutes
From
Hr:min.
To
Hr:min.
Remarks:
Filled by:
Checked by:
Approved by:
Noted by:
(Name, Signature, and Date)
(Name, Signature, and Date)
(Name, Signature, and Date)
(Name, Signature, and Date)
(Name, Signature, and Date)
BFPI - OPERATIONS
ENGINEER
BFPI - QA/QC ENGINEER
CONSTRUCTION - SFTE Joint Venture
QAQC ENGINEER - SFTE Joint Venture
GC - ENGINEER
P2469 QER.06.KP_0.BFPI 07.2021
THIS IS A CONTROLLED FORM
Date:
KING POST PILE BACKFILL RECORDS
MMSP-SFTEJV-101-NASITP-QA-(C-) 900009
Shift:
ITP Reference No.:
Record No:
Project:
METRO MANILA SUBWAY PROJECT PHASE 1-CP 101
Project No:
P2469
DS
Location:
North Avenue Station
Client:
SFTE-JV
NS
Note: Attach Key Plan with "marked" or "highlighted" location requested.
King Post Pile Reference No.:
Pile Diameter (mm):
Pile Type:
Top of Casing (TOC) Elev.:
Zone/ Area:
Existing Ground Elevation:
Grid Line / Location:
Initial Elevation
Final Depth: Elev.
Date (mm/dd/yy)
Backfilling Start:
Time (hh:mm)
Date (mm/dd/yy)
Est. backfill materials vol. (m3):
Backfilling End:
Approved Backfill Materials:
PARTICULARS
Time (hh:mm)
SATISFIED/CONFORMED?
Yes
No
REMARKS (if necessary)
N/A
a. Clear equipment access
b. Free from obstructions
c.
Excavated materials (surplus soil)
provided protection/ berm
d. Properly compacted
f As per approved plan
g
Removal of excess backfill materials
along the pile area.
Filled by:
(Name, Signature & Date)
BFPI - FIELD ENGINEER
P2469 QER.07.KP_0.BFPI 07.2021
Checked by:
(Name, Signature & Date)
BFPI - QA/QC
ENGINEER
Approved by:
(Name, Signature & Date)
CONSTRUCTION - SFTE
Joint Venture
Noted by:
(Name, Signature & Date)
QAQC ENGINEER - SFTE
Joint Venture
(Name, Signature & Date)
GC - ENGINEER
THIS IS A CONTROLLED FORM
13
14
11
12
10
9
8
7
6
4
5
3
2
1
K
K
BORED PILE SCHEDULE 2
J
I
H
5
BORED PILE SCHEDULE 2
BORED PILE SCHEDULE 2
BORED PILE SCHEDULE 2
Mark
N/S
E/W
Mark
N/S
E/W
Mark
N/S
E/W
Mark
N/S
E/W
B-1
B-2
B-3
B-4
B-5
B-6
B-7
B-8
B-9
B-10
B-11
B-12
B-13
B-14
B-15
B-16
B-17
B-18
B-19
B-20
B-21
1621246336
1621247898
1621249468
1621251030
1621242925
1621244487
1621246058
1621247619
1621239027
1621240589
1621242160
1621243721
1621235617
1621237178
1621238749
1621240311
1621231719
1621233280
1621234851
1621236412
1621228308
503810555
503803773
503796951
503790169
503809770
503802987
503796166
503789383
503808872
503802090
503795268
503788486
503808087
503801305
503794483
503787700
503807190
503800407
503793586
503786803
503806404
B-22
B-23
B-24
B-25
B-26
B-27
B-28
B-29
B-30
B-31
B-32
B-33
B-34
B-35
B-36
B-37
B-38
B-39
B-40
B-41
B-42
1621229869
1621231440
1621233002
1621224410
1621225971
1621227542
1621230273
1621220999
1621222561
1621224131
1621225693
1621217101
1621218663
1621220233
1621221795
1621213690
1621215252
1621216823
1621218384
1621209792
1621211354
503799622
503792800
503786018
503805507
503798724
503791903
503785389
503804721
503797939
503791117
503784335
503803824
503797041
503790220
503783437
503803039
503796256
503789435
503782652
503802141
503795359
B-43
B-44
B-45
B-46
B-47
B-48
B-49
B-50
B-51
B-52
B-53
B-54
B-55
B-56
B-57
B-58
B-59
B-60
B-61
B-62
B-63
1621212925
1621214486
1621206381
1621207943
1621209514
1621211075
1621202483
1621204045
1621205616
1621207177
1621199073
1621199952
1621201523
1621203767
1621195175
1621196736
1621198307
1621199869
1621191764
1621193326
1621194896
503788537
503781755
503801356
503794573
503787752
503780969
503800458
503793676
503786854
503780072
503799673
503792733
503785912
503779286
503798776
503791993
503785171
503778389
503797990
503791208
503784386
B-64
B-65
B-66
B-67
B-68
B-69
B-70
B-71
B-72
B-73
B-74
B-75
B-76
B-77
B-78
B-79
B-80
B-81
B-82
B-83
B-84
1621196458
1621187866
1621189428
1621190998
1621192560
1621184455
1621186017
1621187587
1621189149
1621180557
1621182119
1621183689
1621185251
1621177146
1621178708
1621180279
1621181840
1621173248
1621174810
1621176381
1621177942
503777604
503797093
503790310
503783489
503776706
503796307
503789525
503782703
503775921
503795410
503788627
503781806
503775023
503794625
503787842
503781021
503774238
503793727
503786945
503780123
503773340
6
7
7500
8
7500
9
7500
10
7500
11
7500
12
7500
J
I
H
13
7500
14
7500
15
7500
7500
G
G
3500
4000
2000
2000
3500
2000
4000
2000
3500
4000
2000
2000
3500
2000
4000
2000
3500
2000
4000
2000
3500
4000
2000
2000
3500
2000
4000
2000
3500
4000
2000
2000
3500
2000
4000
2000
3500
2000
4000
2000
2000
3550
F
B-1
B-5
B-9
B-13
B-17
B-21
B-25
B-29
B-33
B-37
B-41
B-45
B-49
B-53
B-57
B-61
B-65
B-69
B-73
B-77
B-81
F
6960
3550
A
B
3500
6910
3410
1300
E
B-6
B-10
B-14
B-18
B-22
B-26
B-30
B-34
B-38
B-42
B-46
B-50
B-54
B-58
B-62
B-66
B-70
B-74
B-78
B-82
E
3410
6910
3500
7000
C
B-2
B-7
B-11
B-15
B-19
B-23
B-27
B-31
B-35
B-39
B-43
B-47
B-51
B-55
B-59
B-63
B-67
B-71
B-75
B-79
B-83
6960
D
D
B-3
D
3550
3550
800
E
B-4
B-8
B-12
B-16
B-20
B-24
B-28
B-32
B-36
B-40
B-44
B-48
B-52
B-56
B-60
B-64
B-68
B-72
B-76
B-80
B-84
C
C
BORED PILE B
KEYPLAN:
1 : 150
B
B
Prepared by:
CONTRACTOR
Approved by:
DESIGNER
Approved by:
REVISION
DATE
PROJECT
DESCRIPTION
METRO MANILA SUBWAY PROJECT PHASE-1
Project Manager
DOTr, PMO
13
12
Undersecretary
For Railway, DOTr
Shimizu - Fujita - Takenaka - EEI Joint Venture
11
10
PRC No.
Validity:
IAPOA No.
O.R. No.
PTR No.
DATE:
Place:
TIN:
9
KIYOSHI MIMURA
Project Manager
SFTE JV
Technical Design
NORTH AVENUE STATION
BORED PILES
ARCHITECT / STRUCTURAL ENGINEER / ETC.
Republic of the Philippines
14
STAGE
Initial Design
DEPARTMENT OF TRANSPORTATION
A
PACKAGE CP101
PROJECTION
TITLE
Construction Design
Third Angle
DATE:
12/10/21
SCALE:
INTENDED FORMAT:
As Built
A1
SHEET
DRAWING NO.
8
7
/
/ /7
3
MMSP-SFTEJV-101-NAS-DWG-C-200003
Shimizu - Fujita - Takenaka - EEI Joint Venture
6
5
4
3
A
1 : 150
2
1
REV
A
12/10/2021 3:40:49 pm
Checked by:
14
13
12
11
10
9
8
7
6
5
4
3
2
1
NORTH AVENUE STATION TEMPORARY DESIGN
K
GROUND PLAN(1)
K
S=1/200
B-1 - B-100
J
J
5
6
I
7
7500
8
7500
9
7500
10
7500
11
7500
12
7500
13
7500
7500
14
15
7500
16
7500
B - B
17
7500
18
7500
I
7500
C - C
B-9
B-13
B-17
B-21
B-25
B-29
B-33
B-37
B-41
B-45
B-49
B-53
B-57
B-61
B-65
B-69
B-73
B-77
B-81
B-85
B-87
B-89
B-93
B-6
B-10
B-14
B-18
B-22
B-26
B-30
B-34
B-38
B-42
B-46
B-50
B-54
B-58
B-62
B-66
B-70
B-74
B-78
B-82
B-90
B-94
B-7
B-11
B-15
B-19
B-23
B-27
B-31
B-35
B-39
B-43
B-47
B-51
B-55
B-59
B-63
B-67
B-71
B-75
B-79
B-83
B-91
B-95
B-64
B-68
B-72
B-76
B-80
B-84
B-92
B-96
7000
B-2
B-3
F
B-98
B-102
B-99
B-103
B-100
B-104
F
6960
B-12
B-16
B-20
B-24
B-28
B-32
B-36
B-40
B-44
B-48
B-52
B-56
B-60
B-86
2800 1200
B-88
4550
2950
E
6550
B-8
6550
E
G
3300
6960
4200
B-4
B-101
7000
G
B-97
6960
B-5
6960
B-1
6550
H
6550
H
D
D
4100
3500
4000
3500
4000
3500
4000
3500
4000
3500
4000
3500
4000
3500
4000
3500
4000
3500
4000
3500
4000
3500
4000
3500
4000
3500
4000
C
C
KEY PLAN
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
33
34
35
36
37
38
39
40
41
42
43
44
45
46
47
48
49
50
51
52
Legend
A
B
B
King Post
C
：H-428×407×20×35
φ1200
D
E
A - A
B - B
C - C
D - D
CONTRACTOR
DESIGNER
REVISION
A
DESCRIPTION
DATE
22/JUL/20
PROJECT
METRO MANILA SUBWAY PROJECT PHASE 1
TITLE
First Submission
GROUND PLAN(1)
Shimizu - Fujita - Takenaka - EEI Joint Venture
12
11
10
STAGE
Initial Design
NORTH AVENUE STATION TEMPORARY DESIGN
Republic of the Philippines
13
PACKAGE CP101
PROJECTION
22/JUL/21
DATE
SCALE
DEPARTMENT OF TRANSPORTATION
A
14
B
9
8
B-1 - B-100
Shimizu - Fujita - Takenaka - EEI Joint Venture
7
6
5
4
Technical Design
Construction Design
Third Angle
INTENDED FORMAT
A1
As Built
SHEET REV
DRAWING No.
MMSP-SFTEJV-101-NAS-SHD-TP-100001
3
2
A
1 : 200
1
1
9
A
14
13
12
11
10
9
8
7
6
5
4
2
1
NOTE: Kingpost layout in this drawing is reference only.
Layout shall follow plan drawings.
NORTH AVENUE STATION TEMPORARY DESIGN
K
3
K
CROSS SECTION(2)
SECTION B-B & C-C (B-5 - B-332)
S=1/150
J
KING POST CONNECTION
+136.50m
S=1/15
1100
+136.40m
40
40
407
60 60 60 60
40
40
1 160 85 160 1
1
1
405
407
13400
14900
I
φ25
5
60 40 205 40 60
+136.50m
J
I
40
5@65=325 80 5@65=325
40
407
810
1 160
60
2@80
=160
60
600
:Filling with Mortal(σck=1MPa)
13
14
15
16
17
18
19
20
21
22
23
24
25
26
27
28
30
31
32
33
34
35
36
37
38
39
40
41
42
43
44
45
46
47
48
49
50
51
52
22
22
22
428
428
2500
200
A
B
Concrete
σck=40N/mm2
C
500
B
800
600
2000
2500
29
D
6@200=1200
12
Stud 22φx150
n=28
Yielding strength
above 235N/mm2
C
200
11
6@200=1200
10
D
600
800
600
600
9
Extra Concrete
Stud 22φx150
n=28
Yielding strength
above 235N/mm2
Concrete
σck=40N/mm2
1200
KEY PLAN
8
S=1/25
SECTION
Stud 22φx150
Yielding strength
above 235N/mm2
C
7
L=95mm (18bolts)
H-428x407x20x35
200
104 104
6
2PL-16×280×460
Extra Concrete
:Filling with Concrete(σck=40MPa)
5
F
600
:Filling with Extra Concrete(σck=40MPa)
4
H.T.B(F10T) M22
E
PLAN
:Filling with Surplus Soil
3
407
1200
LEGEND
2
1
6550
KING POST BORED PILE
1
405
4PL-22×160×810
E
D
1
L=120mm (48bolts)
Web
6960
G
60 40 205 40 60
40
2PL-22×405×810
Flange
2000
1200
22
2800
7000
34020
36420
2@75 80 2@75
=150 =150
460
16
B
500
6960
40
Splice Plate
1200
6550
H
60 40 60
22
74
280
74
29100
28500
13500
40
500
F
40
2500 800
3300
G
φ25
5
22
10300
26900
29100
H
E
A - A
B - B
C - C
D - D
CONTRACTOR
DESIGNER
REVISION
A
DESCRIPTION
DATE
22/JUL/20
METRO MANILA SUBWAY PROJECT PHASE 1
TITLE
First Submission
CROSS SECTION(2)
Shimizu - Fujita - Takenaka - EEI Joint Venture
13
12
11
10
STAGE
Initial Design
NORTH AVENUE STATION TEMPORARY DESIGN
Republic of the Philippines
14
PACKAGE CP101
PROJECTION
22/JUL/21
DATE
SCALE
DEPARTMENT OF TRANSPORTATION
A
PROJECT
9
8
SECTION B-B & C-C (B-5 - B-332)
Shimizu - Fujita - Takenaka - EEI Joint Venture
7
6
5
4
3
Technical Design
Construction Design
Third Angle
INTENDED FORMAT
A1
As Built
SHEET REV
DRAWING No.
MMSP-SFTEJV-101-NAS-SHD-TP-100005
2
A
1 : 150,1:25,1:15
1
5
9
A
Wendy Sy
Structure Inspector
October 21, 2021
2PM
Date:
KING POST PILE SET-OUT DOCUMENTATION
ITP Reference no.:
MMSP-SFTEJV-101NAS-ITP-QA-(C-)
900009
Record No.:
Project :
METRO MANILA SUBWAY PROJECT PHASE 1-CP 101
Project No. :
P2469
Location :
North Avenue Station
Client:
SFTE-JV
King Post Pile Ref. ID No.:
IFC Drawing Ref:
Rev. No. / Date:
A. POSITION MEASUREMENT / CHECK
Casing Center
Design Pile Location (Coordinates)
Actual Casing Location (Coordinates)
Offset / Dev.,
e (m)
Difference
Tolerance for Offset Top of Casing
/ Dev. ,e max (m)
(TOC) Elevation
NORTHING
OK
EASTING
NO
Existing Ground
Level (EGL)
B. INCLINATION MEASUREMENT / CHECK
Reference Axis (900) Position
Design Pile Inclination
X - Axis
90°
Y - Axis
90°
Actual Inclination
Tolerance (mm / m)
Remarks
Note : * Refer to the values set out in the Inspection and Test Plan
Comments:
Filled By:
Checked By:
Approved By:
Noted by:
(Name, Signature, and Date)
(Name, Signature, and Date)
(Name, Signature, and Date)
(Name, Signature, and Date)
BFPI - SURVEYOR
BFPI - BFPI QAQC ENGINEER
CONSTRUCTION-SFTE Joint
Venture
QAQC ENGINEER - JOINT
VENTURE
P2469 QER.01.KP_0.BFPI 07.2021
(Name, Signature, and Date)
GC ENGINEER
THIS IS A CONTROLLED FORM
Date:
KING POST PILE DRILLING DOCUMENTATION
ITP Reference No.:
MMSP-SFTEJV-101-NAS-ITPQA-(C-) 900009
Record No.:
Project:
METRO MANILA SUBWAY PROJECT PHASE 1-CP 101
Location:
North Avenue Station
PILE REFERENCE
Project No.:
P2469
Client:
SFTE-JV
DRILLING RECORD
King Post Pile Ref. ID No.
Depth from TOC (m)
Pile Type
Time
(hh:mm)
* Tool Used
B, C)
(A,
TOC EL.
Soil Description
EGL (from TOC)
_____________________
____________________
Pile Diameter (m)
Top of Casing (TOC) Elev.
Existing Ground (EGL) Elev. (m)
Design Pile Toe Elevation (m)
Design Drill Depth fr. TOC (m)
Actual Drill Depth (m)
BORING/DRILL EQUIPMENT
Type
Operator
BORE SUPPORT
□ Fully Cased
□ Starter Casing,
_________ m
FLUID TYPE
□ Water
□ Bentonite
□ Polymer
□ None
BORING/DRILL RECORD
Date (mm/dd/yy)
Drilling Start
Time (hh:mm)
Date (mm/dd/yy)
Drilling End
Time (hh:mm)
Filled by:
(Name, Signature, and Date)
BFPI - OPERATIONS ENGINEER
Checked by:
(Name, Signature, and Date)
BFPI - QA/QC ENGINEER
Approved by:
(Name, Signature, and Date)
CONSTRUCTION - SFTE Joint Venture
(Name, Signature, and Date)
QAQC Engineer- SFTE Joint Venture
Noted by:
(Name, Signature, and Date)
GC ENGINEER
Remarks:
________________________ DESIGN TOE EL.
*
Tool Used for Drilling (input initial): ___________
______________________
ACTUAL TOE EL.
A - Auger
B - Drilling Bucket
C - Core Barrel
P2469 QER.02.KP_0.BFPI 07.2021
Toe cleaning method:
□ Cleaning Bucket
□ Air Lifting
THIS IS A CONTROLLED FORM
Date:
KING POST PILE POLYMER SLURRY TEST RECORD
ITP Reference No.:
MMSP-SFTEJV-101-NAS-ITP-QA(C-) 900009
Record No.:
Project :
METRO MANILA SUBWAY PROJECT PHASE 1-CP 101
Project No. :
Location :
North Avenue Station
Client:
King Post Pile Ref. ID No.:
Polymer:
MIXING PARAMETER / RATIO
Water :
m3
Source:
Slurry :
Slurry :
Brand:
Brand:
m3
Reminder: Fresh Slurry sampling / testing should be carried after mix has achieved required curing time in the material specification.
FRESH MIX
Date
mm-dd-yy
Time
Hr:min.
Marsh
Funnel
Viscosity
(Sec/Ltr)
pH
[40-100]
[7 to 11]
Density
(kg/Ltr.)
Sand
Content
(%)
[ <1.10]
[N/A]
Sample Location (Tank No.)
Remarks
every fresh mix
RE-FRESHING / RECYCLING
Date
mm-dd-yy
Time
Hr:min.
Marsh
Funnel
Viscosity
(Sec/Ltr)
pH
[40-100]
[7 to 11]
Density
(kg/Ltr.)
Sand
Content
(%)
[ <1.10]
[N/A]
Sample Location (Tank No.)
Remarks
every mix, before mixing and after mixing
PILE SHAFT (DURING DRILLING)
Date
mm-dd-yy
Time
Hr:min.
Marsh
Funnel
Viscosity
(Sec/Ltr)
pH
[40-100]
[7 to 11]
Density
(kg/Ltr.)
Sand
Content
(%)
[ <1.25]
[N/A]
Level of Sample from Bore Hole
Toe
Remarks
1 @ mid depth of drilling
(Check applicable)
De-sanding and
□ Recycling
By using
□ Replacement
□ Airlifting
Date /Time Start:
□ Pump
Date / Time Finished:
SHAFT (BEFORE CONCRETING)
Date
Time
Marsh
Funnel
Viscosity
(Sec/Ltr)
mm-dd-yy
Hr:min.
[40-90]
pH
Density
(kg/Ltr.)
Sand
Content
(%)
[N/A]
[1.00 to 1.10]
[ <1.0%]
Level of Sample from Bore Hole
Toe
Remarks
Minimum test:
1 - after finished the drilling
1 - after final cleaning
If SHAFT (BEFORE CONCRETING) for WATER USED
Date
mm-dd-yy
Time
Hr:min.
Marsh
Funnel
Viscosity
(Sec/Ltr)
pH
[N/A]
[7 to 11]
Prepared / Checked by:
(Name, Signature, and Date)
BFPI QA/QC ENGINEER
P2469 QER.03.KP_0.BFPI 07.2021
Density
(kg/Ltr.)
Sand
Content
(%)
[N/A]
[ <1.0%]
Level of Sample from Bore Hole
Toe
Approved by:
Remarks
Noted by:
(Name, Signature, and Date)
(Name, Signature, and Date)
(Name, Signature, and Date)
CONSTRUCTION - SFTE Joint
Venture
QAQC ENGINEER - SFTE Joint
Venture
GC ENGINEER
THIS IS A CONTROLLED FORM
Date:
KING POST PILE H-BEAM REINFORCEMENT RECORD
ITP Reference No.:
MMSP-SFTEJV-101-NAS-ITP-QA-(C-)
900009
Record No.:
Project:
METRO MANILA SUBWAY PROJECT PHASE 1-CP 101
Project No.:
Location: North Avenue Station
Client:
King Post Pile Ref. ID No.:
P2469
SFTE-JV
Pile Type:
IFC/Approved Shop Dwg Ref. :
Rev. No./ Date:
H-BEAMS FABRICATION CHECK
Materials Details Checked:
H-Beam
Section No.
(from top)
Main H-Beams
Design H-Beams Size.
(mm)
Bolts/ Nuts Joint Connection
Qty. (pcs)
Actual H-Beams Size.
(mm)
Conformed
Bolt/ Nuts Dia. (mm)
Yes
No
Stud Bolts Details
Studs Bolts
Conformed
Qty. (pcs)
Ø(mm)
Length
(mm)
Yes
No
Steel Spacer
Conformed
No. of Layers
H-Beam Joint Connection Details
No. per Layer (pcs)
Yes
No
INSPECTION CHECKSHEET
Item
Conformed/
Satisfied
Activities to be Checked
H-Beam
OK
REMARKS
NO
1 Checked rebar/ fabrication engineer holding latest approved AFC drawing during fabrication
2 Checked no. of holes at joint per connection system
5 Checked spacing of bolts on flange and webs based on the drawing
6 Checked H-Beams fabrication with temporary support on the bottom to avoid possible distortion
7 Checked H-Beam be free from rust, rust pits, scale, oil, moisture, or other deleterious matter that would affect welding operation
8 Checked H-Beams secure in position / fixing elements adequate - bolted/ torque
H-Beams Fabrication
9 Checked h-beam based on the inspected segments and verified tagging's per pile schedule
10 Check welded connection of steel spacer to H-beam 4nos. per layer in accordance to IFC drawing
Stud Bolts
11 Checked provision of markings on H-beams for stud bolt welding
12 Stud bolts shall be free from rust, scale, oil, moisture, or other deleterious matter.
13 Checked spacing/ distance of stud bolts center to center based on the IFC drawing
14 Visually checked welded stud bolts to determine 360⁰ full flash with no evidence of undercut into stud base
15 Visually checked welded stud bolts to ensure no discontinuities; Checked completely and acceptable
16 Bend Test performed based on the specification: 30⁰ from its original axis.
17 Bend tested of 5% for every 28 nos. studs/ king post. ( 1no. each side)
18 Follower beams secure in position / fixing elements adequate prior to lifting - holes/ bolted/ torque
19 Check dimensions, sizes of stud bolts
20 Spacers welded/ installed on correct position & spacing in accordance to IFC drawing
Installation
20 Check if follower beams used has correct length and adequate capacity to hold H-beam during connection & final section installation.
21 H-beams clean / free of mud prior to lowering / installation to borehole. - wash by water spraying as necessary.
23 Checked at correct elevations, position & center at the borehole
24 Checked installation/ properly fixed and correct positioning of guide frame upon lowering of H-beam
25 Vertical joint support (welding flange/ bolts) between H-beam and follower adequate to carry weight during lifting / hanging.
Filed by:
Checked by:
(Name, Signature, and Date)
(Name, Signature, and Date)
BFPI OPS ENGINEER
BFPI QA/QC ENGINEER
P2469 QER.04A.KP_0.BFPI 07.2021
Approved by:
(Name, Signature, and Date)
CONSTRUCTION -SFTE Joint
Venture
Noted by:
(Name, Signature, and Date)
QAQC ENGINEER - SFTE
Joint Venture
(Name, Signature, and Date)
GC - ENGINEER
THIS IS A CONTROLLED FORM
Date:
KING POST PILE H-BEAM REINFORCEMENT RECORD
MMSP-SFTEJV-101-NAS-ITPQA-(C-) 900009
ITP Reference No.:
Record No.:
Project:
METRO MANILA SUBWAY PROJECT PHASE 1-CP 101
Location:
North Avenue Station
Project No.: P2469
SFTE-JV
Client:
King Post Pile Ref. ID No.:
Pile Type:
IFC/Approved Shop Dwg Ref. :
Rev. No./ Date:
H-BEAMS FABRICATION CHECK
AA
BB
DD
CC
Top of H-Beam Elev._ __ _ _ _ _ _ _ Elev. _____________
=
Offset Elevation: ___________
-
Dist. from Offset to Bottom elev. of follower Beam: ____________
EGL _ _ _ _ _ _ _ _ _ _ _ _ _ Elev. _________________
H-Beam Section : ______________
Design Length:
_______m +
_______m
=
_________m
Acrual Length:
_______m +
_______m
=
_________m
Spacers:
Distance of spacer center to center : ______________
No. of Layer: ______________
No. of spacer per layer: ________________
Bottom Elevation of H-Beam._ _ _ _ _ _ _ _ _ _ _ Elev. _________________
Toe Elev of Borehole.._ _ _ _ _ _ _ _ _ _ _ Elev. _________________
REMARKS:
Filed by:
Checked by:
(Name, Signature, and Date)
(Name, Signature, and Date)
BFPI OPS ENGINEER
BFPI QA/QC ENGINEER
P2469 QER.04B.KP_0.BFPI 07.2021
Approved by:
(Name, Signature, and Date)
CONSTRUCTION -SFTE Joint
Venture
Noted by:
(Name, Signature, and Date)
QAQC ENGINEER - SFTE Joint
Venture
(Name, Signature, and Date)
GC - ENGINEER
THIS IS A CONTROLLED FORM
Date:
KING POST PILE CONCRETING RECORD
ITP Reference No.
MMSP-SFTEJV-101-NAS-ITP-QA-(C-) 900009
Record No.:
Project:
METRO MANILA SUBWAY PROJECT PHASE 1-CP 101
Project No.: P2469
Location:
North Avenue Station
Client:
SFTE-JV
King Post Pile Ref. No. :
Top of Casing (TOC) Elev. (m) :
Concrete level fr. TOC (m):
Date of Concreting:
Pile Diameter (mm) :
Cut-off Level (COL) Elev. (m) :
a. Target
Concrete Supplier :
Design Pile Length (m ):
Cut-off Level fr. TOC (m):
Concrete Volume (m³) :
Design Compressive Strength (psi) :
a. Design
Existing Ground Level (m) :
Delivery Receiving on-site
Testing On-site
b. Estimated
Pouring Time
Method of Con. Placement: Direct Pouring
Conc. Volume (m³)
Note :
Truck
Number
Time of
Batching
Time of
Testing
* Slump Ht.
1). * Refer to the values set out in the Inspection and Test Plan
No. of
Samples
Start
End
Truck Load Cumulativ
Qty.
e Qty.
2). ** Depth from TOC to Actual Pile Toe Level (Prior to pouring)
Concrete Pump
Line Pump
Others
Concrete Pour Monitoring
Concrete Depth from TOC
(measured from sounding )
Docket Number
@ ________ days
Before
Pouring
(m)
After
Pouring
(m)
A
B
Tremie Length (m)
Rise
(After
Before Pouring
Pouring (m)
Before
Pouring)
C=B-A
D
Embedment
(m)
Distance
Remarks
Tremie pipe bot.
edge to toe level
prior to concrete
(m)
E=D-A
3). Check sedimentation from previous depth measurement (prior to pouring)
INTERRUPTIONS / DELAYS (Workability)
Duration
Break longer than 15 minutes:
T=
minutes
From
Hr:min.
To
To
Hr:min.
Break longer than 15 minutes:
T=
minutes
From
Hr:min.
To
To
Hr:min.
Remarks:
Filled by:
(Name, Signature, and Date)
BFPI - OPERATIONS ENGINEER
P2469 QER.05.KP_0.BFPI 07.2021
Checked by:
(Name, Signature, and Date)
BFPI - QA/QC ENGINEER
Approved by:
(Name, Signature, and Date)
QA/QC ENGINEER -SFTE Joint Venture
Noted by:
(Name, Signature, and Date)
CONSTRUCTION - SFTE Joint Venture
(Name, Signature, and Date)
GC - ENGINEER
THIS IS A CONTROLLED FORM
Date:
MMSP-SFTEJV-101-NAS-ITP-QA-(C-)
ITP Reference No.:
900009
Record No.:
KING POST PILE MORTAR PLACEMENT RECORD
Project:
METRO MANILA SUBWAY PROJECT PHASE 1-CP 101
Location:
North Avenue Station
P2469
Project No.:
SFTE-JV
Client
King Post Pile Ref. No. :
Cut-off Level (COL) Elev. (m) :
Method of Mortar Placement:
Mortar placement:
Pile Diameter (mm) :
Existing Concrete Level fr. TOC (m):
Tremie Pipe
Concrete Pump
Design Pile Length (m ):
Mortar Volume (m³) :
Direct Pouring
Others/ Specify
Top of Casing (TOC) Elev. (m) :
a. Design
Date:
b. Estimated
Delivery Receiving on-site
`
Design Compressive Strength (psi) :
Testing On-site
Pouring Time
Conc. Volume (m³)
Mortar Placement Monitoring
Concrete Depth from TOC
(measured from sounding )
Docket Number
Truck
Number
Time of
Batching
Time of
Testing
* Slump
Time:
Mortar Supplier :
No. of
Samples
Start
End
Truck
Cumulative
Before Pouring
Load Qty.
Qty.
(m)
A
Rise
After Pouring (After Pouring (m)
Before
Pouring)
B
C=B-A
Tremie Length (m)
Before
Pouring
(m)
Embedment
(m)
D
E=D-A
REMARKS
**
INTERRUPTIONS / DELAYS (Workability)
Duration
Break longer than 15 minutes:
T=
minutes
From
Hr:min.
To
Hr:min.
Break longer than 15 minutes:
T=
minutes
From
Hr:min.
To
Hr:min.
Remarks:
Filled by:
Checked by:
Approved by:
Noted by:
(Name, Signature, and Date)
(Name, Signature, and Date)
(Name, Signature, and Date)
(Name, Signature, and Date)
(Name, Signature, and Date)
BFPI - OPERATIONS
ENGINEER
BFPI - QA/QC ENGINEER
CONSTRUCTION - SFTE Joint Venture
QAQC ENGINEER - SFTE Joint Venture
GC - ENGINEER
P2469 QER.06.KP_0.BFPI 07.2021
THIS IS A CONTROLLED FORM
Date:
KING POST PILE BACKFILL RECORDS
MMSP-SFTEJV-101-NASITP-QA-(C-) 900009
Shift:
ITP Reference No.:
Record No:
Project:
METRO MANILA SUBWAY PROJECT PHASE 1-CP 101
Project No:
P2469
DS
Location:
North Avenue Station
Client:
SFTE-JV
NS
Note: Attach Key Plan with "marked" or "highlighted" location requested.
King Post Pile Reference No.:
Pile Diameter (mm):
Pile Type:
Top of Casing (TOC) Elev.:
Zone/ Area:
Existing Ground Elevation:
Grid Line / Location:
Initial Elevation
Final Depth: Elev.
Date (mm/dd/yy)
Backfilling Start:
Time (hh:mm)
Date (mm/dd/yy)
Est. backfill materials vol. (m3):
Backfilling End:
Approved Backfill Materials:
PARTICULARS
Time (hh:mm)
SATISFIED/CONFORMED?
Yes
No
REMARKS (if necessary)
N/A
a. Clear equipment access
b. Free from obstructions
c.
Excavated materials (surplus soil)
provided protection/ berm
d. Properly compacted
f As per approved plan
g
Removal of excess backfill materials
along the pile area.
Filled by:
(Name, Signature & Date)
BFPI - FIELD ENGINEER
P2469 QER.07.KP_0.BFPI 07.2021
Checked by:
(Name, Signature & Date)
BFPI - QA/QC
ENGINEER
Approved by:
(Name, Signature & Date)
CONSTRUCTION - SFTE
Joint Venture
Noted by:
(Name, Signature & Date)
QAQC ENGINEER - SFTE
Joint Venture
(Name, Signature & Date)
GC - ENGINEER
THIS IS A CONTROLLED FORM
13
14
11
12
10
9
8
7
6
4
5
3
2
1
K
K
BORED PILE SCHEDULE 2
J
I
H
5
BORED PILE SCHEDULE 2
BORED PILE SCHEDULE 2
BORED PILE SCHEDULE 2
Mark
N/S
E/W
Mark
N/S
E/W
Mark
N/S
E/W
Mark
N/S
E/W
B-1
B-2
B-3
B-4
B-5
B-6
B-7
B-8
B-9
B-10
B-11
B-12
B-13
B-14
B-15
B-16
B-17
B-18
B-19
B-20
B-21
1621246336
1621247898
1621249468
1621251030
1621242925
1621244487
1621246058
1621247619
1621239027
1621240589
1621242160
1621243721
1621235617
1621237178
1621238749
1621240311
1621231719
1621233280
1621234851
1621236412
1621228308
503810555
503803773
503796951
503790169
503809770
503802987
503796166
503789383
503808872
503802090
503795268
503788486
503808087
503801305
503794483
503787700
503807190
503800407
503793586
503786803
503806404
B-22
B-23
B-24
B-25
B-26
B-27
B-28
B-29
B-30
B-31
B-32
B-33
B-34
B-35
B-36
B-37
B-38
B-39
B-40
B-41
B-42
1621229869
1621231440
1621233002
1621224410
1621225971
1621227542
1621230273
1621220999
1621222561
1621224131
1621225693
1621217101
1621218663
1621220233
1621221795
1621213690
1621215252
1621216823
1621218384
1621209792
1621211354
503799622
503792800
503786018
503805507
503798724
503791903
503785389
503804721
503797939
503791117
503784335
503803824
503797041
503790220
503783437
503803039
503796256
503789435
503782652
503802141
503795359
B-43
B-44
B-45
B-46
B-47
B-48
B-49
B-50
B-51
B-52
B-53
B-54
B-55
B-56
B-57
B-58
B-59
B-60
B-61
B-62
B-63
1621212925
1621214486
1621206381
1621207943
1621209514
1621211075
1621202483
1621204045
1621205616
1621207177
1621199073
1621199952
1621201523
1621203767
1621195175
1621196736
1621198307
1621199869
1621191764
1621193326
1621194896
503788537
503781755
503801356
503794573
503787752
503780969
503800458
503793676
503786854
503780072
503799673
503792733
503785912
503779286
503798776
503791993
503785171
503778389
503797990
503791208
503784386
B-64
B-65
B-66
B-67
B-68
B-69
B-70
B-71
B-72
B-73
B-74
B-75
B-76
B-77
B-78
B-79
B-80
B-81
B-82
B-83
B-84
1621196458
1621187866
1621189428
1621190998
1621192560
1621184455
1621186017
1621187587
1621189149
1621180557
1621182119
1621183689
1621185251
1621177146
1621178708
1621180279
1621181840
1621173248
1621174810
1621176381
1621177942
503777604
503797093
503790310
503783489
503776706
503796307
503789525
503782703
503775921
503795410
503788627
503781806
503775023
503794625
503787842
503781021
503774238
503793727
503786945
503780123
503773340
6
7
7500
8
7500
9
7500
10
7500
11
7500
12
7500
J
I
H
13
7500
14
7500
15
7500
7500
G
G
3500
4000
2000
2000
3500
2000
4000
2000
3500
4000
2000
2000
3500
2000
4000
2000
3500
2000
4000
2000
3500
4000
2000
2000
3500
2000
4000
2000
3500
4000
2000
2000
3500
2000
4000
2000
3500
2000
4000
2000
2000
3550
F
B-1
B-5
B-9
B-13
B-17
B-21
B-25
B-29
B-33
B-37
B-41
B-45
B-49
B-53
B-57
B-61
B-65
B-69
B-73
B-77
B-81
F
6960
3550
A
B
3500
6910
3410
1300
E
B-6
B-10
B-14
B-18
B-22
B-26
B-30
B-34
B-38
B-42
B-46
B-50
B-54
B-58
B-62
B-66
B-70
B-74
B-78
B-82
E
3410
6910
3500
7000
C
B-2
B-7
B-11
B-15
B-19
B-23
B-27
B-31
B-35
B-39
B-43
B-47
B-51
B-55
B-59
B-63
B-67
B-71
B-75
B-79
B-83
6960
D
D
B-3
D
3550
3550
800
E
B-4
B-8
B-12
B-16
B-20
B-24
B-28
B-32
B-36
B-40
B-44
B-48
B-52
B-56
B-60
B-64
B-68
B-72
B-76
B-80
B-84
C
C
BORED PILE B
KEYPLAN:
1 : 150
B
B
Prepared by:
CONTRACTOR
Approved by:
DESIGNER
Approved by:
REVISION
DATE
PROJECT
DESCRIPTION
METRO MANILA SUBWAY PROJECT PHASE-1
Project Manager
DOTr, PMO
13
12
Undersecretary
For Railway, DOTr
Shimizu - Fujita - Takenaka - EEI Joint Venture
11
10
PRC No.
Validity:
IAPOA No.
O.R. No.
PTR No.
DATE:
Place:
TIN:
9
KIYOSHI MIMURA
Project Manager
SFTE JV
Technical Design
NORTH AVENUE STATION
BORED PILES
ARCHITECT / STRUCTURAL ENGINEER / ETC.
Republic of the Philippines
14
STAGE
Initial Design
DEPARTMENT OF TRANSPORTATION
A
PACKAGE CP101
PROJECTION
TITLE
Construction Design
Third Angle
DATE:
12/10/21
SCALE:
INTENDED FORMAT:
As Built
A1
SHEET
DRAWING NO.
8
7
/
/ /7
3
MMSP-SFTEJV-101-NAS-DWG-C-200003
Shimizu - Fujita - Takenaka - EEI Joint Venture
6
5
4
3
A
1 : 150
2
1
REV
A
12/10/2021 3:40:49 pm
Checked by:
14
13
12
11
10
9
8
7
6
5
4
3
2
1
NORTH AVENUE STATION TEMPORARY DESIGN
K
GROUND PLAN(1)
K
S=1/200
B-1 - B-100
J
J
5
6
I
7
7500
8
7500
9
7500
10
7500
11
7500
12
7500
13
7500
7500
14
15
7500
16
7500
B - B
17
7500
18
7500
I
7500
C - C
B-9
B-13
B-17
B-21
B-25
B-29
B-33
B-37
B-41
B-45
B-49
B-53
B-57
B-61
B-65
B-69
B-73
B-77
B-81
B-85
B-87
B-89
B-93
B-6
B-10
B-14
B-18
B-22
B-26
B-30
B-34
B-38
B-42
B-46
B-50
B-54
B-58
B-62
B-66
B-70
B-74
B-78
B-82
B-90
B-94
B-7
B-11
B-15
B-19
B-23
B-27
B-31
B-35
B-39
B-43
B-47
B-51
B-55
B-59
B-63
B-67
B-71
B-75
B-79
B-83
B-91
B-95
B-64
B-68
B-72
B-76
B-80
B-84
B-92
B-96
7000
B-2
B-3
F
B-98
B-102
B-99
B-103
B-100
B-104
F
6960
B-12
B-16
B-20
B-24
B-28
B-32
B-36
B-40
B-44
B-48
B-52
B-56
B-60
B-86
2800 1200
B-88
4550
2950
E
6550
B-8
6550
E
G
3300
6960
4200
B-4
B-101
7000
G
B-97
6960
B-5
6960
B-1
6550
H
6550
H
D
D
4100
3500
4000
3500
4000
3500
4000
3500
4000
3500
4000
3500
4000
3500
4000
3500
4000
3500
4000
3500
4000
3500
4000
3500
4000
3500
4000
C
C
KEY PLAN
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
33
34
35
36
37
38
39
40
41
42
43
44
45
46
47
48
49
50
51
52
Legend
A
B
B
King Post
C
：H-428×407×20×35
φ1200
D
E
A - A
B - B
C - C
D - D
CONTRACTOR
DESIGNER
REVISION
A
DESCRIPTION
DATE
22/JUL/20
PROJECT
METRO MANILA SUBWAY PROJECT PHASE 1
TITLE
First Submission
GROUND PLAN(1)
Shimizu - Fujita - Takenaka - EEI Joint Venture
12
11
10
STAGE
Initial Design
NORTH AVENUE STATION TEMPORARY DESIGN
Republic of the Philippines
13
PACKAGE CP101
PROJECTION
22/JUL/21
DATE
SCALE
DEPARTMENT OF TRANSPORTATION
A
14
B
9
8
B-1 - B-100
Shimizu - Fujita - Takenaka - EEI Joint Venture
7
6
5
4
Technical Design
Construction Design
Third Angle
INTENDED FORMAT
A1
As Built
SHEET REV
DRAWING No.
MMSP-SFTEJV-101-NAS-SHD-TP-100001
3
2
A
1 : 200
1
1
9
A
14
13
12
11
10
9
8
7
6
5
4
2
1
NOTE: Kingpost layout in this drawing is reference only.
Layout shall follow plan drawings.
NORTH AVENUE STATION TEMPORARY DESIGN
K
3
K
CROSS SECTION(2)
SECTION B-B & C-C (B-5 - B-332)
S=1/150
J
KING POST CONNECTION
+136.50m
S=1/15
1100
+136.40m
40
40
407
60 60 60 60
40
40
1 160 85 160 1
1
1
405
407
13400
14900
I
φ25
5
60 40 205 40 60
+136.50m
J
I
40
5@65=325 80 5@65=325
40
407
810
1 160
60
2@80
=160
60
600
:Filling with Mortal(σck=1MPa)
13
14
15
16
17
18
19
20
21
22
23
24
25
26
27
28
30
31
32
33
34
35
36
37
38
39
40
41
42
43
44
45
46
47
48
49
50
51
52
22
22
22
428
428
2500
200
A
B
Concrete
σck=40N/mm2
C
500
B
800
600
2000
2500
29
D
6@200=1200
12
Stud 22φx150
n=28
Yielding strength
above 235N/mm2
C
200
11
6@200=1200
10
D
600
800
600
600
9
Extra Concrete
Stud 22φx150
n=28
Yielding strength
above 235N/mm2
Concrete
σck=40N/mm2
1200
KEY PLAN
8
S=1/25
SECTION
Stud 22φx150
Yielding strength
above 235N/mm2
C
7
L=95mm (18bolts)
H-428x407x20x35
200
104 104
6
2PL-16×280×460
Extra Concrete
:Filling with Concrete(σck=40MPa)
5
F
600
:Filling with Extra Concrete(σck=40MPa)
4
H.T.B(F10T) M22
E
PLAN
:Filling with Surplus Soil
3
407
1200
LEGEND
2
1
6550
KING POST BORED PILE
1
405
4PL-22×160×810
E
D
1
L=120mm (48bolts)
Web
6960
G
60 40 205 40 60
40
2PL-22×405×810
Flange
2000
1200
22
2800
7000
34020
36420
2@75 80 2@75
=150 =150
460
16
B
500
6960
40
Splice Plate
1200
6550
H
60 40 60
22
74
280
74
29100
28500
13500
40
500
F
40
2500 800
3300
G
φ25
5
22
10300
26900
29100
H
E
A - A
B - B
C - C
D - D
CONTRACTOR
DESIGNER
REVISION
A
DESCRIPTION
DATE
22/JUL/20
METRO MANILA SUBWAY PROJECT PHASE 1
TITLE
First Submission
CROSS SECTION(2)
Shimizu - Fujita - Takenaka - EEI Joint Venture
13
12
11
10
STAGE
Initial Design
NORTH AVENUE STATION TEMPORARY DESIGN
Republic of the Philippines
14
PACKAGE CP101
PROJECTION
22/JUL/21
DATE
SCALE
DEPARTMENT OF TRANSPORTATION
A
PROJECT
9
8
SECTION B-B & C-C (B-5 - B-332)
Shimizu - Fujita - Takenaka - EEI Joint Venture
7
6
5
4
3
Technical Design
Construction Design
Third Angle
INTENDED FORMAT
A1
As Built
SHEET REV
DRAWING No.
MMSP-SFTEJV-101-NAS-SHD-TP-100005
2
A
1 : 150,1:25,1:15
1
5
9
A
Wendy Sy
Structure Inspector
October 21, 2021
2PM
Date:
KING POST PILE SET-OUT DOCUMENTATION
ITP Reference no.:
Record No.:
Project :
Project No. :
Location :
Client:
King Post Pile Ref. ID No.:
IFC Drawing Ref:
Rev. No. / Date:
A. POSITION MEASUREMENT / CHECK
Design Pile Location (Coordinates)
Casing Center
Actual Casing Location (Coordinates)
Difference
Offset / Dev.,
e (m)
Tolerance for Offset Top of Casing Existing Ground
/ Dev. ,e max (m) (TOC) Elevation
Level (EGL)
NORTHING
OK
EASTING
NO
B. INCLINATION MEASUREMENT / CHECK
0
Reference Axis (90 ) Position
Design Pile Inclination
X - Axis
90°
Y - Axis
90°
Actual Inclination
Tolerance (mm / m)
Remarks
Note : * Refer to the values set out in the Inspection and Test Plan
Comments:
Filled By:
Checked By:
Approved By:
(Name, Signature, and Date)
(Name, Signature, and Date)
(Name, Signature, and Date)
BFPI - Engineer
SURVEYOR - SFTE Joint Venture
CONSTRUCTION - SFTE Joint Venture
SFTEJV-FRM-C200001
06 August 2021 / Revision 00
Noted by:
(Name, Signature, and Date)
QAQC ENGINEER - SFTE Joint Venture
(Name, Signature, and Date)
GC ENGINEER
P2469 QER.01.KP_0.BFPI 07.2021
Date:
KING POST PILE DRILLING DOCUMENTATION
ITP Reference No.:
Record No
Project No.:
Project:
Client:
Location:
PILE REFERENCE
DRILLING RECORD
King Post Pile Ref. ID No.
Time
Depth from TOC (m)
Pile Type
(hh:mm)
* Tool Used
B, C)
(A,
Soil Description
TOC EL.
EGL (from TOC)
_____________________
____________________
Pile Diameter (m)
Top of Casing (TOC) Elev.
Existing Ground (EGL) Elev. (m)
Design Pile Toe Elevation (m)
Design Drill Depth fr. TOC (m)
Actual Drill Depth (m)
BORING/DRILL EQUIPMENT
Type
Operator
BORE SUPPORT
□ Fully Cased
□ Starter Casing,
_________ m
FLUID TYPE
□ Water
□ Bentonite
□ Polymer
□ None
BORING/DRILL RECORD
Date
(mm/dd/yy)
Drilling Start
Time (hh:mm)
Date
(mm/dd/yy)
Drilling End
Time (hh:mm)
Filled by:
(Name, Signature, and Date)
BFPI - OPERATIONS ENGINEER
Checked by:
(Name, Signature, and Date)
BFPI - QA/QC ENGINEER
Approved by:
(Name, Signature, and Date)
CONSTRUCTION - SFTE Joint Venture
(Name, Signature, and Date)
QAQC ENGINEER - SFTE Joint Venture
Noted by:
(Name, Signature, and Date)
GC ENGINEER
Remarks:
*
________________________ DESIGN TOE EL.
Tool Used for Drilling (input initial): ________
______________________
ACTUAL TOE EL.
A - Auger
B - Drilling Bucket
C - Core Barrel
SFTEJV-FRM-C200002
06 August 2021 / Revision 00
Toe cleaning method:
□ Cleaning Bucket
□ Air Lifting
P2469 QER.02.KP_0.BFPI 07.2021
Date:
KING POST PILE POLYMER SLURRY TEST RECORD
ITP Reference No.:
Record No.:
Project :
Project No. :
Location :
Client:
King Post Pile Ref. ID No.:
Polymer:
MIXING PARAMETER / RATIO
Water :
m3
Source:
Slurry :
Slurry :
Brand:
Brand:
m3
Reminder: Fresh Slurry sampling / testing should be carried after mix has achieved required curing time in the material specification.
FRESH MIX
Date
Time
Marsh
Funnel
Viscosity
(Sec/Ltr)
mm-dd-yy
Hr:min.
[40-100]
pH
Density
(kg/Ltr.)
Sand
Content
(%)
[7 to 11]
[ <1.10]
[N/A]
Sample Location (Tank No.)
Remarks
every fresh mix
RE-FRESHING / RECYCLING
Date
Time
Marsh
Funnel
Viscosity
(Sec/Ltr)
mm-dd-yy
Hr:min.
[40-100]
pH
Density
(kg/Ltr.)
Sand
Content
(%)
[7 to 11]
[ <1.10]
[N/A]
Sample Location (Tank No.)
Remarks
every mix, before mixing and after mixing
PILE SHAFT (DURING DRILLING)
Date
Time
Marsh
Funnel
Viscosity
(Sec/Ltr)
mm-dd-yy
Hr:min.
[40-100]
pH
Density
(kg/Ltr.)
Sand
Content
(%)
[7 to 11]
[ <1.25]
[N/A]
Level of Sample from Bore Hole
Toe
Remarks
1 @ mid depth of drilling
(Check applicable)
De-sanding and
□ Recycling
By using
□ Replacement
□ Airlifting
Date /Time Start:
□ Pump
Date / Time Finished:
PILE SHAFT (BEFORE CONCRETING)
Date
Time
Marsh
Funnel
Viscosity
(Sec/Ltr)
mm-dd-yy
Hr:min.
[40-90]
pH
Density
(kg/Ltr.)
Sand
Content
(%)
[N/A]
[1.00 to 1.10]
[ <1.0%]
Level of Sample from Bore Hole
Toe
Remarks
Minimum test:
1 - after finished the drilling
1 - after final cleaning
PILE SHAFT (BEFORE CONCRETING) If WATER USED
Date
Time
Marsh
Funnel
Viscosity
(Sec/Ltr)
mm-dd-yy
Hr:min.
[N/A]
Prepared / Checked by:
(Name, Signature, and Date)
BFPI - QA/QC ENGINEER
SFTEJV-FRM-C200003
06 August 2021 / Revision 00
pH
Density
(kg/Ltr.)
Sand
Content
(%)
[7 to 11]
[N/A]
[ <1.0%]
Level of Sample from Bore Hole
Toe
Approved by:
Remarks
Noted by:
(Name, Signature, and Date)
(Name, Signature, and Date)
(Name, Signature, and Date)
CONSTRUCTION - SFTE Joint
Venture
QAQC ENGINEER - SFTE Joint
Venture
GC ENGINEER
P2469 QER.03.KP_0.BFPI 07.2021
Date:
KING POST PILE H-BEAM REINFORCEMENT RECORD
ITP Reference No.:
Record No.:
Project:
Project No.:
Location:
Client:
King Post Pile Ref. ID No.:
Pile Type:
IFC/Approved Shop Dwg Ref. :
Rev. No./ Date:
H-BEAMS FABRICATION CHECK
Materials Details Checked:
H-Beam
Section No.
(from top)
Main H-Beams
Design H-Beams Size.
(mm)
Actual H-Beams Size.
(mm)
Bolts/ Nuts Joint Connection
Conformed
Qty. (pcs)
Bolt/ Nuts Dia. (mm)
Yes
No
Stud Bolts Details
Studs Bolts
Conformed
Qty. (pcs)
Ø(mm)
Length
(mm)
Yes
No
Steel Spacer
Conformed
No. of Layers
H-Beam Joint Connection Details
No. per Layer (pcs)
Yes
No
INSPECTION CHECKSHEET
Item
Conformed/
Satisfied
Activities to be Checked
H-Beam
OK
REMARKS
NO
1 Checked rebar/ fabrication engineer holding latest approved AFC drawing during fabrication
2 Checked no. of holes at joint per connection system
5 Checked spacing of bolts on flange and webs based on the drawing
6 Checked H-Beams fabrication with temporary support on the bottom to avoid possible distortion
7 Checked H-Beam be free from rust, rust pits, scale, oil, moisture, or other deleterious matter that would affect welding operation
8 Checked H-Beams secure in position / fixing elements adequate - bolted/ torque
H-Beams Fabrication
9 Checked h-beam based on the inspected segments and verified tagging's per pile schedule
10 Check welded connection of steel spacer to H-beam 4nos. per layer in accordance to IFC drawing
Stud Bolts
11 Checked provision of markings on H-beams for stud bolt welding
12 Stud bolts shall be free from rust, scale, oil, moisture, or other deleterious matter.
13 Checked spacing/ distance of stud bolts center to center based on the IFC drawing
14 Visually checked welded stud bolts to determine 360⁰ full flash with no evidence of undercut into stud base
15 Visually checked welded stud bolts to ensure no discontinuities; Checked completely and acceptable
16 Bend Test performed based on the specification: 30⁰ from its original axis.
17 Bend tested of 5% for every 28 nos. studs/ king post. ( 1no. each side)
18 Follower beams secure in position / fixing elements adequate prior to lifting - holes/ bolted/ torque
19 Check dimensions, sizes of stud bolts
20 Spacers welded/ installed on correct position & spacing in accordance to IFC drawing
Installation
21 Check if follower beams used has correct length and adequate capacity to hold H-beam during connection & final section installation.
22 H-beams clean / free of mud prior to lowering / installation to borehole. - wash by water spraying as necessary.
23 Checked at correct elevations, position & center at the borehole
24 Checked installation/ properly fixed and correct positioning of guide frame upon lowering of H-beam
25 Vertical joint support (welding flange/ bolts) between H-beam and follower adequate to carry weight during lifting / hanging.
Filed by:
Checked by:
(Name, Signature, and Date)
(Name, Signature, and Date)
BFPI - QA/QC ENGINEER
SURVEYOR - SFTE Joint Venture
SFTEJV-FRM-C200004
06 August 2021 / Revision 00
Approved by:
(Name, Signature, and Date)
CONSTRUCTION - SFTE
Joint Venture
Noted by:
(Name, Signature, and Date)
QAQC ENGINEER - SFTE
Joint Venture
(Name, Signature, and Date)
GC - ENGINEER
P2469 QER.04A.KP_0.BFPI 07.2021
Date:
KING POST PILE H-BEAM REINFORCEMENT RECORD
ITP Reference No.:
Record No.:
Project:
Project No.:
Location:
Client:
King Post Pile Ref. ID No.:
Pile Type:
IFC/Approved Shop Dwg Ref. :
Rev. No./ Date:
H-BEAMS FABRICATION CHECK
AA
DD
BB
CC
Top of H-Beam Elev._ __ _ _ _ _ _ _ Elev. _____________
Offset Elevation: ___________
=
-
Dist. from Offset to Bottom elev. of follower Beam: ____________
EGL _ _ _ _ _ _ _ _ _ _ _ _ _ Elev. _________________
H-Beam Section : __________
Design Length:
_______m +
_______m
=
_________m
Acrual Length:
_______m +
_______m
=
_________m
Spacers:
Distance of spacer center to center : ______________
No. of Layer: ______________
No. of spacer per layer: ________________
Bottom Elevation of H-Beam._ _ _ _ _ _ _ _ _ _ _ Elev. _________________
Toe Elev of Borehole.._ _ _ _ _ _ _ _ _ _ _ Elev. _________________
REMARKS:
Filed by:
(Name, Signature, and Date)
BFPI - OPERATIONS ENGINEER
Checked by:
(Name, Signature, and Date)
BFPI QA/QC ENGINEER
Approved by:
(Name, Signature, and Date)
CONSTRUCTION - SFTE
Joint Venture
Noted by:
(Name, Signature, and Date)
(Name, Signature, and Date)
QAQC ENGINEER - SFTE Joint
Venture
GC - ENGINEER
SFTEJV-FRM-C200005
06 August 2021 / Revision 00
P2469 QER.04B.KP_0.BFPI 07.2021
Date:
KING POST PILE CONCRETING RECORD
ITP Reference No.
Record No.:
Project:
Project No.:
Location:
Client:
King Post Pile Ref. No. :
Top of Casing (TOC) Elev. (m) :
Concrete level fr. TOC (m):
Pile Diameter (mm) :
Cut-off Level (COL) Elev. (m) :
a. Target
Concrete Supplier :
Design Pile Length (m ):
Cut-off Level fr. TOC (m):
Concrete Volume (m³)
Design Compressive Strength (Mpa) :
Existing Ground Level (m) :
a. Design
Delivery Receiving on-site
Testing On-site
Date of Concreting:
Method of Con. Placement: Direct Pouring
b. Estimate
Pouring Time
Conc. Volume (m³)
Note :
Truck
Number
Time of
Batching
Time of
Testing
* Slump Flow
1). * Refer to the values set out in the Inspection and Test Plan
No. of
Samples
VSI
Concrete
Temp.
Start
End
Truck Load Cumulative
Qty.
Qty.
2). ** Depth from TOC to Actual Pile Toe Level (Prior to pouring)
@ ____28____ days
Line Pump
Others
Concrete Pour Monitoring
Concrete Depth from TOC
(measured from sounding )
Docket Number
40MPA
Concrete Pump
Before
Pouring
(m)
After
Pouring
(m)
A
B
Rise
(After
Pouring Before
Pouring)
C=B-A
Tremie Length (m)
Before Pouring
(m)
Embedment
(m)
D
E=D-A
Distance
Tremie pipe bot.
edge to toe level
prior to concrete
(m)
Remarks
3). Check sedimentation from previous depth measurement (prior to pouring)
INTERRUPTIONS / DELAYS (Workability)
Duration
Break longer than 15 minutes:
T=
minutes
From
Hr:min.
To
To
Hr:min.
Break longer than 15 minutes:
T=
minutes
From
Hr:min.
To
To
Hr:min.
Remarks:
Filled by:
(Name, Signature, and Date)
BFPI - OPERATIONS ENGINEER
SFTEJV-FRM-C200006
06 August 2021 / Revision 00
Checked by:
(Name, Signature, and Date)
BFPI - QA/QC ENGINEER
Approved by:
(Name, Signature, and Date)
CONSTRUCTION - SFTE Joint Venture
Noted by:
(Name, Signature, and Date)
QAQC ENGINEER - SFTE Joint Venture
(Name, Signature, and Date)
GC - ENGINEER
P2469 QER.05.KP_0.BFPI 07.2021
Date:
KING POST PILE MORTAR PLACEMENT RECORD
ITP Reference No.:
Record No.:
Project:
Project No.:
Location:
Client
King Post Pile Ref. No. :
Cut-off Level (COL) Elev. (m) :
Pile Diameter (mm) :
Existing Concrete Level fr. TOC (m):
Tremie Pipe
Concrete Pump
Design Pile Length (m ):
Mortar Volume (m³) :
Direct Pouring
Others/ Specify
Top of Casing (TOC) Elev. (m) :
a. Design
Method of Mortar Placement:
Mortar placement:
Date:
Mortar Supplier :
b. Estimated
Delivery Receiving on-site
`
Design Compressive Strength (Mpa) :
Testing On-site
Pouring Time
Conc. Volume (m³)
Mortar Placement Monitoring
Concrete Depth from TOC
(measured from sounding )
Docket Number
Truck
Number
Time of
Batching
Time of
Testing
* Slump height
No. of
Samples
Mortar
Temp.
Start
End
Truck
Cumulative
Before Pouring
Load Qty.
Qty.
(m)
A
Rise
After Pouring (After Pouring (m)
Before
Pouring)
B
C=B-A
Tremie Length (m)
Before
Pouring
(m)
Embedment
(m)
D
E=D-A
REMARKS
**
INTERRUPTIONS / DELAYS (Workability)
Duration
Break longer than 15 minute
T=
minutes
From
Hr:min.
To
Hr:min.
Break longer than 15 minute
T=
minutes
From
Hr:min.
To
Hr:min.
Remarks:
Filled by:
Checked by:
(Name, Signature, and Date)
(Name, Signature, and Date)
BFPI - OPERATIONS
ENGINEER
BFPI - QA/QC ENGINEER
SFTEJV-FRM-C200007
06 August 2021 / Revision 00
Approved by:
(Name, Signature, and Date)
CONSTRUCTION - SFTE Joint Venture
Noted by:
(Name, Signature, and Date)
(Name, Signature, and Date)
QAQC ENGINEER - SFTE Joint Venture
GC - ENGINEER
P2469 QER.06.KP_0.BFPI 07.2021
Date:
KING POST PILE BACKFILL RECORDS
ITP Reference No.:
Shift:
Record No:
Project:
Project No:
DS
Location:
Client:
NS
Note: Attach Key Plan with "marked" or "highlighted" location requested.
King Post Pile Reference No.:
Pile Diameter (mm):
Pile Type:
Top of Casing (TOC) Elev.:
Zone/ Area:
Existing Ground Elevation:
Grid Line / Location:
Initial Elevation
Final Depth: Elev.
Est. backfill materials vol.
(m3):
Backfilling Start:
Backfilling End:
Approved Backfill Materials:
PARTICULARS
Date (mm/dd/yy)
Time (hh:mm)
Date (mm/dd/yy)
Time (hh:mm)
SATISFIED/CONFORMED?
Yes
No
REMARKS (if necessary)
N/A
a. Clear equipment access
b. Free from obstructions
c.
Excavated materials (surplus soil)
provided protection/ berm
d. Properly compacted
f As per approved plan
g
Removal of excess backfill materials
along the pile area.
Filled by:
(Name, Signature & Date)
BFPI - OPERATION
ENGINEER
Checked by:
(Name, Signature & Date)
BFPI - QA/QC
ENGINEER
Approved by:
(Name, Signature & Date)
CONSTRUCTION - SFTE
Joint Venture
Noted by:
(Name, Signature & Date)
QAQC ENGINEER - SFTE
Joint Venture
(Name, Signature & Date)
GC - ENGINEER
SFTEJV-FRM-C200008
06 August 2021 / Revision 00
P2469 QER.07.KP_0.BFPI 07.2021
13
14
11
12
10
9
8
7
6
4
5
3
2
1
K
K
BORED PILE SCHEDULE 1
BORED PILE SCHEDULE 1
Mark
N/S
E/W
Mark
N/S
E/W
A-1
A-2
A-3
A-4
A-5
A-6
A-7
A-8
A-9
A-10
1621271873
1621275287
1621275777
1621267975
1621269927
1621271879
1621263980
1621265250
1621267884
1621259984
503814629
503806487
503797673
503813731
503805253
503796775
503812811
503804176
503795855
503811892
A-11
A-12
A-13
A-14
A-15
A-16
A-17
A-18
A-19
A-20
1621261936
1621263888
1621256314
1621256330
1621257941
1621258529
1621253390
1621250726
1621252679
1621254631
503803413
503794935
503816690
503811050
503802493
503793701
503816017
503809760
503801282
503792804
J
J
I
I
H
H
1
2
3
4
5
6100
3740
3000
A-13
G
5200
4000
4100
1300 2700
3550
1790 1760
A
6910
F
A-1
700
A-4
3750
3400
A-7
G
5750
350
A-10
2100
A-14
A-18
F
8700
B
4100
A-17
3700
5500
4800
3400
4100
5400
C
A-2
E
5200
1760 1790
3550
D
D
A-8
A-11
A-15
A-19
E
8700
6910
E
A-5
4000
A-3
4100
A-6
4100
A-9
5500
A-12
4000
A-16
A-20
D
BORED PILE A
1 : 150
C
C
KEYPLAN:
B
B
Prepared by:
CONTRACTOR
Approved by:
DESIGNER
Approved by:
REVISION
DATE
PROJECT
DESCRIPTION
METRO MANILA SUBWAY PROJECT PHASE-1
Project Manager
DOTr, PMO
13
12
Undersecretary
For Railway, DOTr
Shimizu - Fujita - Takenaka - EEI Joint Venture
11
10
PRC No.
Validity:
IAPOA No.
O.R. No.
PTR No.
DATE:
Place:
TIN:
9
KIYOSHI MIMURA
Project Manager
SFTE JV
Technical Design
NORTH AVENUE STATION
BORED PILES
ARCHITECT / STRUCTURAL ENGINEER / ETC.
Republic of the Philippines
14
STAGE
Initial Design
DEPARTMENT OF TRANSPORTATION
A
PACKAGE CP101
PROJECTION
TITLE
Construction Design
Third Angle
DATE:
12/10/21
SCALE:
INTENDED FORMAT:
As Built
A1
SHEET
DRAWING NO.
8
7
/
/ /7
2
MMSP-SFTEJV-101-NAS-DWG-C-200002
Shimizu - Fujita - Takenaka - EEI Joint Venture
6
5
4
3
A
1 : 150
2
1
REV
A
12/10/2021 3:40:49 pm
Checked by:
14
13
12
11
10
9
8
7
6
5
4
3
2
1
NORTH AVENUE STATION TEMPORARY DESIGN
K
GROUND PLAN(4)
K
S=1/200
A-1 - A-20
J
J
1
2
I
3
6500
4
7500
5
7500
6
7500
7
7500
7500
I
7500
A - A
30050
250
1200
7250
H
A
3550
A-1
B
4100
A-14
B-5
3750
5750
1850
A-8
A-11
3800
5500
4800
3400
B-13
B-17
G
B-2
A-5
B-9
A-18
8050
4100
A-10
A-15
A-19
650
6910
F
A-7
B-1
4100
5400
B-6
B-10
B-14
B-18
1850
B-3
B-7
B-11
B-15
B-19
B-8
B-12
B-16
B-20
F
8050
C
4000
A-2
34020
36420
6910
5300
A-4
5850
7000
G
3000
6550
20000
A-17
6960
8635
6550
A-13
D
3550
A-3
A-6
A-9
A-12
A-16
6960
H
A-20
B-4
6550
E
1200
6550
E
8635
E
D
D
Secant Pile Wall
H-500x200x10x16@700mm
6500
4000
4100
4100
5500
4000
4100
3500
4000
3500
4000
3500
C
C
KEY PLAN
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
33
34
35
36
37
38
39
40
41
42
43
44
45
46
47
48
49
50
51
52
Legend
A
B
B
：H-428×407×20×35
φ1200
D
E
A - A
B - B
C - C
DESIGNER
REVISION
A
DESCRIPTION
DATE
22/JUL/20
PROJECT
METRO MANILA SUBWAY PROJECT PHASE 1
TITLE
First Submission
11
10
STAGE
Initial Design
NORTH AVENUE STATION TEMPORARY DESIGN
GROUND PLAN(4)
Shimizu - Fujita - Takenaka - EEI Joint Venture
12
PACKAGE CP101
PROJECTION
Republic of the Philippines
13
：H-500×200×10×16
@700mm
22/JUL/21
DATE
SCALE
DEPARTMENT OF TRANSPORTATION
A
B
D - D
CONTRACTOR
14
Steel Pile Wall
King Post
C
9
8
A-1 - A-20
Shimizu - Fujita - Takenaka - EEI Joint Venture
7
6
5
4
Technical Design
Construction Design
Third Angle
INTENDED FORMAT
A1
As Built
SHEET REV
DRAWING No.
MMSP-SFTEJV-101-NAS-SHD-TP-100007
3
2
A
1 : 200
1
7
9
A
14
13
12
11
10
9
8
7
6
5
4
2
1
NOTE: Kingpost layout in this drawing is reference only.
Layout shall follow plan drawings.
NORTH AVENUE STATION TEMPORARY DESIGN
K
3
K
CROSS SECTION(4)
SECTION A-A (A-1 - A-20)
S=1/150
J
KING POST CONNECTION
+136.50m
S=1/15
φ25
5
40
40
407
60 60 60 60
40
40
1 160 85 160 1
1
14200
14900
I
405
407
1
1200
+136.40m
60 40 205 40 60
+136.50m
J
I
40
5@65=325 80 5@65=325
40
407
810
1 160
14200
2640 800
2@75 80 2@75
=150 =150
460
22
16
G
60 40 205 40 60
40
1
405
1
407
H.T.B(F10T) M22
2PL-22×405×810
L=120mm (48bolts)
F
4PL-22×160×810
500
3440
Flange
428
428
40
40
Splice Plate
F
22
22
22
60
2@80
=160
60
11760
40
22
74
280
74
30560
30100
28400
30560
G
H
60 40 60
φ25
5
22
H
Web
L=95mm (18bolts)
2PL-16×280×460
1200
8310
8700
8700
1200
8310
34020
36420
E
1200
E
KING POST BORED PILE
S=1/25
LEGEND
D
D
PLAN
:Filling with Surplus Soil
:Filling with Mortal(σck=1MPa)
:Filling with Extra Concrete(σck=40MPa)
:Filling with Concrete(σck=40MPa)
600
H-428x407x20x35
C
C
600
KEY PLAN
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
33
34
35
36
37
38
39
40
41
42
43
44
45
46
47
48
49
50
51
52
600
A
600
Concrete
σck=40N/mm2
B
B
1200
B
C
D
E
A - A
B - B
C - C
D - D
CONTRACTOR
DESIGNER
REVISION
A
DESCRIPTION
DATE
22/JUL/20
METRO MANILA SUBWAY PROJECT PHASE 1
TITLE
First Submission
CROSS SECTION(4)
Shimizu - Fujita - Takenaka - EEI Joint Venture
13
12
11
10
STAGE
Initial Design
NORTH AVENUE STATION TEMPORARY DESIGN
Republic of the Philippines
14
PACKAGE CP101
PROJECTION
22/JUL/21
DATE
SCALE
DEPARTMENT OF TRANSPORTATION
A
PROJECT
9
8
SECTION A-A (A-1 - A-20)
Shimizu - Fujita - Takenaka - EEI Joint Venture
7
6
5
4
3
Technical Design
Construction Design
Third Angle
INTENDED FORMAT
A1
As Built
SHEET REV
DRAWING No.
MMSP-SFTEJV-101-NAS-SHD-TP-100008
2
A
1 : 150,1:25,1:15
1
8
9
A