REINFORCEMENT SCHEDULE AND ESTIMATED
QUANTITIES FOR BORED PILE (Per Pile)
R
E
I
N
F
O
R
C
E
M
E
N
T
S
BENDING DIAGRAM
DIMENSIONS
ARE
OUT TO OUT
OF REBARS
A
0.20
1.00 m
SIZE
(mm)
MARK
b
a
a
b
c
d
e
LENGTH
PER
BAR
(m)
BAR DIMENSIONS (m)
a
SPACING
(m)
QUANTITY
SHAPE
76
As
Shown
A
26.0
0.50
-
-
-
26.50
2,014.00
7.99
16,091.86
P1601
16
335
0.075
B
5.18
-
-
-
-
5.18
1,735.30
1.578
2,738.30
P2501
25
96
2.00
B
0.70
-
-
-
-
0.70
67.20
3.853
258.92
P2502
25
12
2.00
B
12.39
-
-
-
-
12.39
148.68
3.853
572.86
ABUTMENT "A" & "B" BORED PILE LENGTH = 25.00 m
CONCRETE
VOLUME
(m 3)
63.62 m3
63.62 m3
NOTE:
a
C
ALL QUANTITIES SHALL BE VERIFIED DURING CONSTRUCTION. THE SCHEDULE OF REINFORCEMENT SHOWN ON THIS TABLE IS FOR REFERENCE ONLY.
THE CONTRACTOR SHOULD CHECK AND VERIFY ALL DIMENSIONS AND QUANTITIES DURING CONSTRUCTION.
P
LA
CE
LI
SP
0
70
76 - ABP3601 I
WELDED PORTION
ABP1601 J
@ 0.075M PITCH
WELD
150
SPIRAL LAPS MUST BE
12 X BAR DIAMETER
FULL STRENGTH LAP
E
COFINEMENT RING
@ EVERY 2.0 m.
0.075
S = 1/2 BAR
DIAMETER
E = 8mm
S
0.075
PLAN
SECTION
1.80
0.25
LAP LENGTH
CROSS SECTON OF BORED PILE
SCALE
NTS
ABP1601 SPIRAL STIRRUPS
PITCH @ 0.075 M. O. C.
8mm WELD
128
150
SCALE
SPIRAL SPLICE DETAIL
SCALE
- CONFINEMENT RING AND SPACERS EVERY 2.00 M
- LAP SPLICE FOR SPIRAL MIN. 700mm
- SPACERS AND CONFINEMENT RINGS TO BE WELDED
- CUT-OFF LENGTH : 1200mm
150
CONFINEMENT RING DETAIL
1:250
SCALE
MATERIALS:
SPACER DETAIL
NTS
NTS
REBAR NOTES:
100
0.075 m
0.075 m
WELDED LENGTH
100
2 LOOP
CONFINEMENT RINGS
CONFINEMENT
RINGS, 2 1/2 LOOP
@ EVERY 2.00 m
S E C T I O N
1:250
1
0.075 m
0.075 m
E L E V A T I O N
0.20
200
ABUTMENT "A" & "B" BORED PILE LENGTH = 25.00 m
GRADE 40 = ------ kgs ; GRADE 60 = 19,661.94 kgs
GRAND TOTAL = 19,661.94 kgs
ABP1601 SPIRAL STIRRUPS
PITCH @ 0.075 M. O. C.
0.075 m
SCALE
TOTAL
WEIGHT
(kg)
36
@ EVERY 2.0 m.
76 - ABP3601
VERTICAL BARS
SPACED EQUALLY
1.80
UNIT
WEIGHT
(kg/m)
P3601
B
76 - ABP3601
VERTICAL BARS
SPACED EQUALLY
TOTAL
LENGTH
(m)
SCALE
- CONCRETE SHALL BE CLASS "D" WITH fc'=28MPa (4000 psi) AT
28 DAYS AND WITH 19mm MAXIMUM COARSE AGGREGATE
- REINFORCING STEEL SHALL CONFORM TO ASTM A615,
NTS
GRADE 60 (fy=414MPa), DEFORMED TYPE
PROJECT & LOCATION:
REPUBLIC OF THE PHILIPPINES
DEPARTMENT OF PUBLIC WORKS & HIGHWAYS
OFFICE OF THE REGIONAL DIRECTOR
REGION IV-A, EDSA, QUEZON CITY
SHEET CONTENTS :
WIDENING OF BUCAL BY-PASS BRIDGE
LAGUNA 2ND LD
BRIDGE LENGTH = 30.88 L.M.
K001+599.31 - K001+630.19
SUBMITTED :
RECOMMENDING APPROVAL:
APPROVED:
SET NO.
SHEET NO.
ENGINEER III
PLAN FOR THE
MFO-1 NATIONAL ROAD NETWORK SERVICES
CONSTRUCTION OF BY-PASSES / DIVERSION ROADS, INCLUDING
ROW BUCAL BY-PASS ROAD INCL. BRIDGE WIDENING
DESIGNED BY :
CADD BY :
JOHN MYRON A. CONSUELA
ABUTMENT BORED PILE DETAILS
ENGINEER I
JULIETA A. DESEO
YOLANDA L. TANGCO
SAMSON L. HEBRA, CESO IV
MELQUIADES H. STO. DOMINGO
CHIEF, PLANNING & DESIGN DIVISION
ASSISTANT REGIONAL DIRECTOR
DIRECTOR IV
REGIONAL DIRECTOR
CHECKED BY:
ENGINEER IV
B
6 15