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Bucal Bypass Bridge NEW SCHEME2-nino-App. Slab Det.

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4.00
AS2501
AS2502
AS2503
5.00
REINFORCEMENT SCHEDULE AND ESTIMATED
QUANTITIES FOR APPROACH SLAB (HALF)
R
E
I
N
F
O
R
C
E
M
E
N
T
S
BENDING DIAGRAM
AS1601
AS1603
AS1602
AS1605
AS1604
AS1607
AS1606
AS1609
DIMENSIONS
ARE
OUT TO OUT
OF REBARS
MARK
a
AS1601
16
2
0.23
A
AS1602
16
2
SCALE
AS1603
16
AS1604
c
d
e
B
3.64
0.15
-
-
-
3.94
7.88
1.578
12.43
0.23
B
3.68
0.15
-
-
-
3.98
7.96
1.578
12.56
2
0.23
B
3.72
0.15
-
-
-
4.02
8.04
1.578
12.69
16
2
0.23
B
3.76
0.15
-
-
-
4.06
8.12
1.578
12.81
AS1605
16
2
0.23
B
3.80
0.15
-
-
-
4.10
8.20
1.578
12.94
AS1606
16
2
0.23
B
3.84
0.15
-
-
-
4.14
8.28
1.578
13.07
AS1607
16
2
0.23
B
3.88
0.15
-
-
-
4.18
8.36
1.578
13.19
AS1608
16
2
0.23
B
3.92
0.15
-
-
-
4.22
8.44
1.578
13.32
AS1609
16
28
0.23
B
3.95
0.15
-
-
-
4.25
119.00
1.578
187.78
AS2501
25
2
0.16
C
2.99
0.30
-
-
-
3.29
6.58
3.853
25.35
AS2502
25
2
0.16
B
3.95
0.15
-
-
-
4.25
8.50
3.853
32.75
AS2503
25
46
0.16
B
4.83
0.15
-
-
-
5.13
235.98
3.853
909.23
AS2504
25
2
AS SHOWN
A
3.90
-
-
-
-
3.90
7.80
3.853
30.05
AS1201
12
27
0.15
D
0.35
0.40
0.20
0.50
0.15
1.60
43.20
0.888
38.36
SPACING
(m)
B
AS2503
a
AS1601
TO
C
AS1609
b
a
SECTION
SCALE
SHAPE
e
b
1 : 40
CONCRETE
VOLUME
(m 3)
5.34 m 3
b
b
VARIES
TOTAL
WEIGHT
(kg)
b
QUANTITY
1 : 30
a
UNIT
WEIGHT
(kg/m)
a
SIZE
(mm)
AS1608
PLAN VIEW
TOTAL
LENGTH
(m)
LENGTH
PER
BAR
(m)
BAR DIMENSIONS (m)
d
c
D
GRADE 40 = 38.36 kgs ; GRADE 60 = 1,288.17 kgs
GRAND TOTAL = 1,326.53 kgs
5.00
5.34 m 3
NOTE:
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.
AS1601 TO AS1609
@ 0.23 M.O.C.
0.012 ASPHALT FILLER
0.25
0.30
AS1201 @ 0.15 M.O.C.
AS2504
AS2501 TO AS2502
@ 0.16 M.O.C.
SECTION
SCALE
1 : 25
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
APPROACH SLAB 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
1315
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