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Bridge Working DWG

The document appears to be an engineering drawing showing dimensions and details of a bridge structure. It includes section views showing dimensions of foundation piles, approach slabs, return walls, and other structural elements. Dimensions are provided in millimeters for elements like expansion joints, reinforcement bars, drainage pipes, and more. The drawing also labels materials like asphaltic concrete and notes design details such as slope percentages.

Uploaded by

Zubair Muhammad
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© © All Rights Reserved
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198 views1 page

Bridge Working DWG

The document appears to be an engineering drawing showing dimensions and details of a bridge structure. It includes section views showing dimensions of foundation piles, approach slabs, return walls, and other structural elements. Dimensions are provided in millimeters for elements like expansion joints, reinforcement bars, drainage pipes, and more. The drawing also labels materials like asphaltic concrete and notes design details such as slope percentages.

Uploaded by

Zubair Muhammad
Copyright
© © All Rights Reserved
We take content rights seriously. If you suspect this is your content, claim it here.
Available Formats
Download as PDF, TXT or read online on Scribd
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10500

1125 2750 2750 2750 1125


25mm EXP. JOINT C
WALK WAY
5000
300 300
N.J. 1500
300 APPROACH SLAB BARRIER
EXISTING

250
4000
250

SLAB

300 300 250


900 FRL 100.00 50mm AWC

250 1245
1020
RETURN WALL 2% SLOPE

50

1000
CLOSURE
430 POUR

2245
PVC DRAIN PIPE
2600

Ø100@3000c/c

3721
2721
*8000

1000
1000

SHEAR KEY 650

2972
1430 1000 3000
RETURN WALL
C

3721
*3977

*3977
400 400 400 400

500

1200
1200

2430 3470

800 4300 800


1312.5 2625 2625 2625 1312.5
5900
10500

LEAN 150 LEAN 150

4+4-Ø1000 PILES 4+4-Ø1000 PILES 300

BACK WALL DIMENSION SECTION C-C


SECTION A-A SECETION B-B

B
10500
10500 9900
APPROACH SLAB
1125 2750 2750 2750 1125
800

800

APPROACH SLAB
RETURN WALL
3470

10mm THICK EXTRUDED

5000
2420

POLYSTYRENE BETWEEN RETURN


25mm THICK EXTRUDED WALL & APPROACH SLAB

4000
POLYSTYRENE BETWEEN
DIAPHRAGM & SHEAR KEYS
4300

5900

10mm THICK EXTRUDED


500

POLYSTYRENE BETWEEN
300x700x59 GIRDER & SHEAR KEYS
BEARING PAD

25mm DRIP COURSE


2430

650 710
2180

1360
800

SHEAR KEY SHEAR KEY

1312.5 2625 2625 2625 1312.5 A


1125 2750 2750 2750 1125
A
DETAIL "X"
B

PLAN OF ABUTMENT PILE CAP PLAN OF ABUTMENT


PILE CAP IS NOT SHOWN FOR CLARITY

*AS PER SITE


DATE
REVISED DEC, 2017

CECON 04 DESIGNED BY Dr. M IQBAL


DETAIL OF ABUTMENT
Civil Engineers & Consultants NATIONAL HIGHWAY AUTHORITY 03
02
DRAWN BY

CHECKED BY
ARIF RAO
HASSAM ULLAH SWAN BRIDGE (N/B) RAWAT SIDE
N TS
H# 470, Street 17,Chaklala Scheme 3 Rawalpindi
E-mail:cecon.rwp@gmail.com URL:www.cmiqbal.com
ISLAMABAD 01 Km: 1534 (N-5) DATE DWG. NO.

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