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PR
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UC
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PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT
PR
OD
UC
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B
Y A
N A
UT
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ES
K E
DU
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TIO
NA
L P
RO
DU
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PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT
PR
OD
UC
ED
B
Y A
N A
UT
OD
ES
K E
DU
CA
TIO
NA
L P
RO
DU
CT
PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT
PR
OD
UC
ED
B
Y A
N A
UT
OD
ES
K E
DU
CA
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NA
L P
RO
DU
CT
PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT
1750
11300
2000
2000
2300
1000
23002300
10001000
2300
1000
2300 2300
1000 1000
2500 2500 2500 2500
2500
2500
2500
2500
650
11300
11300
2500250025002500
2500
2500
2500
650
650
11300
11300
650
400
400
12205
26050
318 250 1117578 1117 578 1117 289 289
1117 578 1117 578 1117 289 289 1117 578 1117 1114288.5289
GUSSET PLATE
370X10X957
189.0
957
181.0
370.0
181.0
189.0
370
325.0
GUSSET PLATE
325X10X370
X-FRAME HORZ.
L130X130X12
1924 LONG
TOP LAT- BRACINGS
Ls. 150X150X12X1780
X-FRAME HORZ.
L 130X130X12
1960 LONG
GUSSET PLATE
370X10X957
TOP LAT- BRACINGS
Ls. 150X150X12X1780
GUSSET PLATE
370X10X957
GUSSET PLATE
370X10X956
TOP LAT- BRACINGS
Ls. 150X150X12X1780
TOP LAT- BRACINGS
Ls. 150X150X12X1778
GUSSET PLATE
370X10X955
GUSSET PLATE
370X10X957
TOP LAT- BRACINGS
Ls. 150X150X12X1778
TOP LAT- BRACINGS
Ls. 150X150X12X1780
TOP LAT- BRACINGS
Ls. 150X150X12X1780
OUTER COVER PLATE
640X40X1070
INNER COVER PLATE
290X40X1070
OUTER COVER PLATE
640X40X1070
KEY PLAN
TO MIRZAPUR
TO ALD
BRIDGE NO.15 CH. 7/354 KM.
BOX SIZE:- 1x24.4M(PLATE GIRDER)
R
A
IL
W
A
Y
T
R
A
C
K
T
O
W
A
R
D
S
P
L
A
N
T
T
O
W
A
R
D
S
M
E
J
A
R
O
A
D
/U
N
C
H
D
IH
R
A
IL
W
A
Y
T
R
A
C
K
NH.76E
NH. CH. 440.100 KM.
PROP. WIDENING
PROP. WIDENING
SCALE
0M
M
500
1000
317.5
289 289 1117 578 1117
578 1117 289 289 1117 578 1117578 1117 250
317.5
SECTIONAL ELEVATION ELEVATION AT AA
TOP PLAN
OUTER COVER PLATE
640X40X1070
WEB PLATE
2150X16X10358
INT. STAFF
Ls. 150X150X10
WITH X-FRAME
INT. STAFF
Ls. 150X150X10
WITH X-FRAME
WEB PLATE
2150X16X10358
WEB PLATE
2150X16X10358
INT. STAFF
Ls. 150X150X10
WITH X-FRAME
END STIFF
270X25X7846
1350 1350 1350 1282.5 1350 1350 1122.5 1350 1356.5 1356.51350
1122.5 1350
1350
1282.5
1350
13501350
CLEAR SPAN=24400
CENTER OF BEARINGS =25600
600
2720
9485
600
8885
500
97.410
87.925
G.L.=88.925
ROAD L.=90.205
87.925
G.L.=88.925
1750
2720
9485
8885
500
125 EXPANSION GAP
125 EXPANSION GAP
OVER ALL LENGTH OF GIRDER =26050
22
50
44
5
445
75 MM BASE COURSE 1:2:4
50
1000
1000
1000
100.130
F.L.=99.780
938.5938.5
100.130
F.L.=99.780
2000
11300
1000 1000 1000
SECTION OF EXISTING ROAD
S
L
O
P
E
2
:
1
1280
7000
10000
3000
1300
1300
3000
400
400
N
1. ALL THE DIMENSIONS ARE IN mm AND ALL LEVELS IN METERS UNLESS
8. ALL DIMENSIONS AND LEVEL SHOULD BE VERIFIED & RECONCILED BEFORE EXECUTION.
6. HIGH YIELD STRENGTH DEFORMED TMT BAR OF GRADE Fe-500 CONFORMING TO
II) PILES, PILE CAPS, PIER CAPS, ABUTMENT CAPS-- M-35
10. WEEP HOLES SHALL BE OF 75/100 DIA PVC PIPES STAGGERED @ 1000 C/C BOTH
HORIZONTALLY & VERTICALLY THROUGH RETURN WALL & ABUTMENT.
9. BACK FILL SHOULD BE AS PER CLAUSE 7.5 OF IRS BRIDGE SUB-STRUCTURE AND
5. CONCRETE GRADE:-
4. DESIGN CRITERIA
I) IRS BRIDGE RULES
IS: 1786-1986 SHALL BE USED AS REINFORCEMENT.
I) PIERS & ABUTMENTS -- M-35
III) IRS BRIDGE SUBSTRUCTURE AND FOUNDATION CODE
II) IRS CONCRETE BRIDGE CODE
2. LOADING - 25t B.G. LOADING - 2008. (SUPER STRUCTURE)
NOTES:-
11. ALL PILES ARE 1000 DIA BORED CAST-IN-SITU AND THEIR CONSTRUCTION SHALL
CONFORM RELEVANT CLAUSE OF IS: 2911 (PART-1/SEC-2) 1979 AND IRS BRIDGES
III) BASE COURSE-- PCC 1 : 2 : 4
AT SITE BY CONDUCTING INITIAL LOAD TEST AS PER IS: 2911 PART IV.
13. VERTICAL & HORIZONTAL LOAD CARRYING CAPACITY OF PILE SHALL BE ASCERTAINED
17. GRADED AGGREGATE OF NOMINAL SIZE 20 mm SHALL BE USED AS PER IS : 383.
STAGGERED NOT MORE THAN 50% BARS SHOULD BE LAPPED AT ANY CROSS SECTION.
14. POSITION OF BEARING MAY BE TALLIED AT SITE WITH THE DRAWING.
15. LAP LENGTHS SHOULD BE 35 D WHERE D = DIA. OF BARS. LAP JOINT SHOULD BE
16. IF THE BAR DIA, IS MORE THAN 32 mm DIA, OF BAR, LAP LENGTHS SHOULD BE GIVEN
AS PER CLAUSE NO. 15.9.6.6 OF IRS CONCRETE BRIDGE CODE.
18. SUPER-STRUCTURE OF THE DRAWING SHOULD BE PREPAERED AS PER
RDSO'S DRAWING NO. RDSO/B - 16019.
12. LENGTH OF PILE WILL BE DECIDED AFTER COMPLETION OF DESIGN OF PILE.
3. SUB - STRUCTURE WILL BE DESIGNED CONSIDERING DFC LOADING FOR
A A
8100
0.0 M (88.925)
18.5 M
21.0 M
BORE LOGS
YELLOW CLAYEY
SILT
12.0 M
YELLOWISH FINE SAND
WITH KANKAR
LIGHT
YELLOWISH RED,FINE TO
MEDIUM GRAINED SAND
WITH KANKAR
30.0 M
7.0 M
WATER TABLE
CI/CL
SM
SP-SM
SP-SM
0.0 M (88.925)
18.0 M
21.0 M
YELLOW CLAYEY
SILT
12.0 M
YELLOWISH FINE
SILTY SAND
LIGHT
RED,FINE TO
MEDIUM GRAINED SAND
WITH KANKAR
30.0 M
6.9 M
WATER TABLE
CI/CL
SM
SM
SM
YELLOWISH FINE
TO MEDIUM GRAINED SAND
15.0 M
SP-SM
R.C
.C
. P
IL
E
R.C
.C
. P
IL
E
R.C
.C
. P
IL
E
R.C
.C
. P
IL
E
R.C.C. PILE CAP
R.C.C. PILE CAP
R.C
.C
. C
OU
NT
ER
FO
RT
R.C
.C
. C
OU
NT
ER
FO
RT
R.C
.C
. C
OU
NT
ER
FO
RT
R.C
.C
. C
OU
NT
ER
FO
RT
R.C
.C
. C
OU
NT
ER
FO
RT
R.C
.C
. C
OU
NT
ER
FO
RT
R.C
.C
.
R.C
.C
.
SECTION AT- 'BB'
RCC PILE CAP
G.L.(88.925)
RCC COUNTERFORTS
RC
C U
PR
IG
HT
S
LA
B
1000
1000
1000
R.C
.C
. P
IL
E
R.C
.C
. P
IL
E
BB
RC
C U
PR
IG
HT
S
LA
B
75MM BASE COURSE 1:2:4
PROPOSED
1000
1000
1000
3000
3000
3000
3000
1000
1000
8100
OTHERWISE SPECIFIED.
FUTURE PROVISION.
FOUNDATION CODE.
SUB-STRUCTURE AND FOUNDATION CODE.
C/L OF TRACK
87.925
PROPOSED
C/L OF TRACK
PROPOSED
C/L OF TRACK
7675
FOR TENDER PURPOSE ONLY
TYPICAL DETAIL OF 'B'
BOTTOM SLAB RCC M-35
PCC 1:3:6
WEARING COURSE M-35
TOP SLAB
TYPICAL DETAIL OF 'A'
WEEP HOLES
SAND FILLING
800
450 225
150
900
150
1200
225
450
225
YALLOWISH VERY STIFF
SILTY CLAY WITH KANKAR
YALLOWISH VERY STIFF SILTY CLAY
CLAY WITH KANKAR
YALLOWISH VERY STIFF SANDY SILTY
CLAY WITH KANKAR
0
6.00
9.00
15.00
CH:25/528
BORE LOG
NOTE:-
WATER TABLE NOT AVAILABLE UP TO 15 M DEPTH.
8100810081008100
F.L.=104.0
12000
G.L.=88.14
CROSS SECTION OF EMBANKMENT
(NOT TO SCALE)
S
L
O
P
E
2
:
1
S
L
O
P
E
2
:
1
S
L
O
P
E
2
:
1
S
L
O
P
E
2
:
1
S
L
O
P
E
2
:
1
S
L
O
P
E
2
:
1
PLAN
Y
600
600
700
Y
T
O
W
A
R
D
S
P
L
A
N
T