Description

Name of File :- GAD for IMP Yamuna BR-467 Preliminary

Number Of Sheet :- 4
Name of Sheet 1:- GAD for IMP Yamuna BR-467 Preliminary Sh-01
Name of Sheet 2:- GAD for IMP Yamuna BR-467 Preliminary Sh-02
Name of Sheet 3:- GAD for IMP Yamuna BR-467 Preliminary Sh-03
Name of Sheet 4:- GAD for IMP Yamuna BR-467 Preliminary Sh-04

Plan Feature :-

• • • Plan of Wall Cap.
    • Reinforcement Detail of Wall Cap.
    • Section A-A
    • Section B-B
    • Section C-C.
    • Section D-D.
    • Half Section <–> Half Elevation
    • Section and Elevation of Pier Cap.
    • Reinforcement Detail of Pier Wall.
    • Reinforcement Detail of Cutting Edge-X.

Name of Project :- Dedicated Freight Corridor Corporation of India Ltd.

Legend

Top Face REINF,
Bottom Face REINF,
BOWC ——— Bottom of Well cap
FDNL ———- Foundation Level
LD———- Development Length
Length Varies — L.V.

Notes:-

1. All Dimensions Are in Mm and Levels Are in M. Unless Otherwise Noted.
2. Only Written Dimensions Are to Be Followed. Dimensions Are Not to Be Scaled,
3. Grade of Concrete
   For Well Cap, Staining & Curb – M35
   For Bot Plug -m25
4. ‘t’ Denotes H.Y,S.D, / TMT Bars (Grade Designation : Fe500) Conforming to Is: 1786 (Latest).
5. Clear Cover to Any Reinforcement Shall Be 50mm, Unless Noted Otherwise.
6. Laps Shall Be Staggered and Minimum Lap Length of Reinforcement Shall Be 600
7. Minimum Anchorage Length of Reinforcement Shall Be 46 X Dia. of Bars Unless Noted Otherwise.
8. This Drawing Will Superseded All the Previous Revisions Submitted So Far the Drawings of the Previous Revision/s Shall Be Destroyed and Removed From the Site.
9. for Other Note Refer Separate Drawing.

Notes:-

1. 1. All Dimensions Are in Millimeters and Levels Are in Meters Unless Noted Otherwise,
   2. Only Written Dimensions Are to Be Followed, dimensions Are Not to Be Scaled.
   3. This Bridge Has Been Designed for DFCC Loading (32.5 Ton for Axle Load)
   4. For Location of Bridge Refer Railway Alignment Plan.
   5. For Sections & Details Refer Separate Drawings.

Hydraulic Data:-

1. 1. Design Discharge ………..,..,……… 56000 CUMEC
   2. High Flood Level (HFL) ………,…. .RL. 90.370 M
   3. Low Water Level (LWL) RL…………74.00m
   4. Maximum Scour Level (MSL) …,….RL. 48.580m

Structural and Other Data:-

1. 1. Span Arrangement ………..21×49.24m=1034.04m
   2. Type of Foundation
      Piers……………………………circular Well
      Abutment……………………..circular Well
   3. Sub Structure……………….R.C,C. Piers & Wall
      Type R.C.C. Abutment
   4. Bearings……………………..pot, Pot. ptfe Bearings
   5. Super Structure…, ……….through Type Steel Truss.
   6. Footpath……………………..steel Footpath With Checkered Plate

Concrete:-

1. 1. Bottom Plug………………………………………………………m25 (Cement Content as Per Specification)
   2. Top Plug……………,,.,..,.,,.,..,, ………………………………….M25
   3. Well Staining and Curb,., ……………………………………M35 (Cement Content as Per Specification)
   4. Well Cap..,,………………………………………………………….M35
   5. Pier & Pier Cap…………………………………………………….m40
   6. Bearing Pedestals and Seismic Reaction Block………..m40
   7. Abutment & Abutment Foundation…………………………..m40
   8. Return Wall ,,.,..,.,,., …,..,….,.,,.,….,..,………………………. M40
   9. Leveling Course :…………………………………………………..m15
      I) Below Approach Slab .,,., ….,,…………………………….., M15
      Ii) Below Abutment Foundation ,… …………………………..1:3:6
   10. Approach Slab……………………………………………………….m35

Reinforcement Steel:-

1. 1. H.Y.S.D, Bars .,..,…………………………………………………… Grade Fe500 Conforming to Is 1786

Structural Steel :-

1. 1. All Structural Steelwork (Fabrication & Erection) Shall Conform to IRS Steel Bridge Code
   2. All Structural Steel Shall Conform to Ls:2062-2006 E-410 (Fe 540)
   3. Electrodes for Weld Shall Conform to Is:814.
   4. All Bolts Used in the Permanent Steelwork for This Project Shall Conform to Ls:1367.
   5. All Structural Steelwork Shall Be Painted With One Priming Coat of Red Lead Primer as Per Ls:102 at Shop and One More Coat of Red Lead Primer & Two Coats of Aluminum Paint Conforming to Ls:2339 at Site,
   6. For Fabrication Details Refer Separate Draw | ngp
   7. Arrangement of Lacing/bracing Not Shown Here for This Refer Separate Drawing.