PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT

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3 F.L.= EXPANSION GAP 125 EXPANSION GAP OUTER COVER PLATE 640X40X END STIFF WEB PLATE 270X25X X16X10358 R.C.C INT. STAFF Ls. 150X150X10 WITH X-FRAME 2250 INT. STAFF Ls. 150X150X10 WITH X-FRAME 7675 WEB PLATE 2150X16X10358 OVER ALL LENGTH OF GIRDER =26050 CENTER OF BEARINGS =25 CLEAR SPAN=24 INT. STAFF Ls. 150X150X10 WITH X-FRAME WEB PLATE 2150X16X R.C.C F.L.= RCC UPRIGHT SLAB RCC COUNTERFORTS RCC UPRIGHT SLAB 1. ALL THE DIMENSIONS ARE IN mm AND ALL LEVELS IN METERS UNLESS OTHERWISE SPECIFIED. 2. LOADING - 25t B.G. LOADING (SUPER STRUCTURE) 3. SUB - STRUCTURE WILL BE DESIGNED CONSIDERING DFC LOADING FOR FUTURE PROVISION. 4. DESIGN CRITERIA I) IRS BRIDGE RULES II) IRS CONCRETE BRIDGE CODE III) IRS BRIDGE SUBSTRUCTURE AND FOUNDATION CODE 5. CONCRETE GRADE:- I) PIERS & ABUTMENTS -- M-35 II) PILES, PILE CAPS, PIER CAPS, ABUTMENT CAPS-- M-35 III) BASE COURSE-- PCC 1 : 2 : 4 6. HIGH YIELD STRENGTH DEFORMED TMT BAR OF GRADE Fe-500 CONFORMING TO IS: SHALL BE USED AS REINFORCEMENT. 8. ALL DIMENSIONS AND LEVEL SHOULD BE VERIFIED & RECONCILED BEFORE EXECUTION. 9. BACK FILL SHOULD BE AS PER CLAUSE 7.5 OF IRS BRIDGE SUB-STRUCTURE AND FOUNDATION CODE. 10. WEEP HOLES SHALL BE OF 75/100 DIA PVC PIPES C/C BOTH HORIZONTALLY & VERTICALLY THROUGH RETURN WALL & ABUTMENT. 11. ALL PILES ARE DIA BORED CAST-IN-SITU AND THEIR CONSTRUCTION SHALL CONFORM RELEVANT CLAUSE OF IS: 2911 (PART-1/SEC-2) 1979 AND IRS BRIDGES SUB-STRUCTURE AND FOUNDATION CODE. 12. LENGTH OF PILE WILL BE DECIDED AFTER COMPLETION OF DESIGN OF PILE. 13. VERTICAL & HORIZONTAL LOAD CARRYING CAPACITY OF PILE SHALL BE ASCERTAINED AT SITE BY CONDUCTING INITIAL LOAD TEST AS PER IS: 2911 PART IV. 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 STAGGERED NOT MORE THAN 50% BARS SHOULD BE LAPPED AT ANY CROSS SECTION. 16. IF THE BAR DIA, IS MORE THAN 32 mm DIA, OF BAR, LAP LENGTHS SHOULD BE GIVEN AS PER CLAUSE NO OF IRS CONCRETE BRIDGE CODE. 17. GRADED AGGREGATE OF NOMINAL SIZE 20 mm SHALL BE USED AS PER IS : SUPER-STRUCTURE OF THE DRAWING SHOULD BE PREPAERED AS PER RDSO'S DRAWING NO. RDSO/B NOTES:- ROAD L.= G.L.= G.L.= G.L.(88.925) SECTION OF EXISTING ROAD CAP CAP RCC PILE CAP MM BASE COURSE 1:2:4 75MM BASE COURSE 1:2:4 SECTION AT- 'BB' SECTIONAL ELEVATION ELEVATION AT AA 0.0 M (88.925) 0.0 M (88.925) A B B PROPOSED C/L OF TRACK OUTER COVER PLATE 640X40X X-FRAME HORZ. L130X130X LONG 325X10X X10X957 X-FRAME HORZ. L 130X130X LONG 370X10X INNER COVER PLATE 290X40X X10X X10X957 OUTER COVER PLATE 640X40X1070 Ls. 150X150X12X TOP PLAN Ls. 150X150X12X X10X955 PROPOSED C/L OF TRACK 370X10X957 PROPOSED C/L OF TRACK A 7.0 M WATER TABLE CI/CL SM SP-SM SP-SM YELLOW CLAYEY SILT 12.0 M 18.5 M 21.0 M LIGHT YELLOWISH FINE SAND WITH KANKAR YELLOWISH RED,FINE TO MEDIUM GRAINED SAND WITH KANKAR 6.9 M WATER TABLE CI/CL SM SP-SM SM SM YELLOW CLAYEY SILT 12.0 M YELLOWISH FINE SILTY SAND 15.0 M 18.0 M YELLOWISH FINE TO MEDIUM GRAINED SAND 21.0 M LIGHT RED,FINE TO MEDIUM GRAINED SAND WITH KANKAR FOR TENDER PURPOSE ONLY N ROAD/UNCHDIH TOWARDS MEJA RAILWAY TRACK BRIDGE NO.15 CH. 7/354 KM. BOX SIZE:- 1x24.4M(PLATE GIRDER) 30.0 M 30.0 M BORE LOGS PROP. WIDENING TO ALD NH.76E TO MIRZAPUR PROP. WIDENING TOWARDS PLANT RAILWAY TRACK NH. CH KM. SCALE KEY PLAN 0MM 500

4 F.L.=104.0 TOP OF BOX CROSS SECTION OF EMBANKMENT C/L OF TRACK G.L.=88.14 RAIL LEVEL = FORMATION LEVEL = NOTES :- 1. ALL DIMENSIONS ARE IN MM AND LEVELS ARE IN METRES UNLESS OTHERWISE SPECIFIED. 2. ONLY WRITTEN DIMENSION & DATA ARE TO BE FOLLOWED, DIMENSIONS ARE NOT TO BE SCALED. 3. DESIGN CRITERIA i) LOADING : DFC LOADING (32.5t AXLE LOAD) ii) IRS BRIDGE RULES INCORPORATING ALL A&C SLIPS ISSUED TILL DATE. iii) IRS CONCRETE BRIDGE CODE INCORPORATING ALL A&C SLIPS ISSUED TILL DATE. iv) IRS BRIDGE SUBSTRUCTURE & FOUNDATION CODE INCORPORATING ALL A&C SLIPS ISSUED TILL DATE. v) IRC-5, IRC-6 & IRC THE PROPOSED BRIDGE IS FOR PRIVATE SIDING OF MTPP. 5. CONTROLLED CONCRETE SHALL BE USED IN STRUCTURE AS UNDER: i) RCC BOX - M-35 ii) WING WALL & RETURN WALL - M-30 iii) WEARING COURSE - M-35 iv) BASE COURSE - M HIGH YIELD STRENGTH DEFORMED BARS OF GRADE Fe 500 CONFORMING TO IS: SHALL BE USED AS REINFORCEMENT. 7. LAP LENGTH SHOULD BE 45D WHERE D=DIA OF BARS. LAP JOINT SHOULD BE STAGGERED. NOT MORE THAN 50% BARS SHALL BE LAPPED AT ANY CROSS SECTION. 8. ONE COAT OF APPROVED QUALITY PAINT SHALL BE APPLIED ON REINFORCEMENT AS PER CL OF IRS CONCRETE BRIDGE CODE. 9. BACKFILL MATERIAL SHOULD BE AS PER CLAUSE 7.5 OF IRS BRIDGE SUBSTRUCTURE & FOUNDATION CODE. 10. ALL RCC SURFACES COMING IN CONTACT WITH SOIL SHALL BE PAINTED WITH BITUMEN OR TAR OF APPROVED KG/SQM. 11. CLEAR COVER FOR REINFORCEMENT BARS SHALL BE 50mm. 12. ALL DIMENSIONS OF FOUNDATIONS, LEVELS SHALL BE VERIFIED AND RECONCILED BASED ON SITE CONDITIONS BEFORE EXECUTION OF WORK. 13.BARREL LENGTH OF BOX HAS BEEN DECIDED BASED ON SKEW ANGLE, SURCHARGE HEIGHT AT THE LOCATION AND SHALL BE FINALIZED AS PER ACTUAL SITE CONDITIONS. 14. WEEP HOLES SHALL BE OF 75/100 DIA PVC PIPES C/C VERTICALLY & HORIZONTALLY. 15. RDSO DRG. NO. RDSO/B SHALL BE FOLLOWED FOR REINFORCEMENT DETAILS. 16.RDSO DRG NO RDSO/M-0001 SHALL BE FOLLOWED FOR HEIGHT GAUGE MM EXPANSION GAP WILL BE PROVIDED AT THE JUNCTION OF COUNTER FORT RETAINING WALL AND RETAINING WALL AS MARKED ON THE PLAN OF WING WALL TH. WEARING COURSE 150 TH. BASE COURSE 900mm TH. RCC M - 35 COMPACTED SAND FILLING COMPACTED EARTH 3190 BED SLOPE 1IN 100 A B HAUNCH xmm TOP OF SLAB = ROAD LVL = GL. = MM RCC EARTH RETAINER Y Y 150 TH WEARING COURSE TH BASE COURSE PCC M-15 COMPACTED EARTH ROAD LVL = G.L.=88.14 FOR TENDER PURPOSE ONLY LONGITUDINAL SECTION AT 'Y-Y' CROSS SECTION OF RCC BOX AT 'X-X' TOWARDS PLANT G.L. EXISTING ROAD KM 15/ Y TOE LINE EARTH SLOPE BERM MM EXPANSION GAP 20MM EXPANSION GAP EARTH SLOPE 700 BERM RCC BOX NO.2 (2x6mx6m) TOWARDS PLANT 2585 BORE HOLE CH:25/ PLAN 4050 TOWARDS MEJA ROAD/UNCHDIH FORMATION WIDTH HALF TOP HALF BOTTOM EARTH SLOPE X X HIGHT GAUGE 5509 TOE LINE Y GROUND LVL WEEP HOLES TOP SLAB CH:25/ TYPICAL DETAIL OF 'A' YALLOWISH VERY STIFF SILTY CLAY WITH KANKAR YALLOWISH VERY STIFF SILTY CLAY CLAY WITH KANKAR YALLOWISH VERY STIFF SANDY SILTY CLAY WITH KANKAR BORE LOG (NOT TO SCALE) NOTE:- WATER TABLE NOT AVAILABLE UP TO 15 M DEPTH SAND FILLING WEARING COURSE M-35 BOTTOM SLAB RCC M-35 PCC 1:3:6 RCC BOX BR.NO.55 CH. 25/513 PROP 2x6x6m G.L TYPICAL DETAIL OF 'B' KEY PLAN 500 WING WALL AFTER 20 MM EXPANSION GAP

5 FOR TENDER PURPOSE ONLY MEJA URJA NIGAM (Pvt.) LIMITED

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7 FOR TENDER PURPOSE ONLY MEJA URJA NIGAM (Pvt.) LIMITED

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Consultant: Client: MINISTRY OF EXTERNAL AFFAIRS NEW DELHI IRCON INFRASTRUCTURE & SERVICES LIMITED DIMENSION DETAILS OF RCC SUPERSTRUCTURE.

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