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Major Bridge Drawing

Bridge Drawing Reading

Harender
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Major Bridge Drawing

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  1. A1 P1 P2 P3 P4 P5 P6 A2 12000 c/c of E.J. 12000 c/c of E.J. 12000 c/c of E.J. 12000 c/c of E.J. 12000 c/c of E.J. 12000 c/c of E.J. 12000 c/c of E.J. EJ 40 4770 Returns EJ 40 EJ 40 EJ 40 EJ 40 EJ 40 EJ 40 EJ 40 4770 Returns 3500 app. slab 3500 app. slab C/L of Bridge FRL +350.119 1 1 1 1 RC GIRDER RC ABUTMENT RC PIER BL 345.700 FL 342.900 FL 342.900 FL 342.900 FL 342.900 FL 342.900 FL 342.900 FL 342.900 FL 342.900 4790 2560 3250 3250 138+358 138+370 138+382 138+394 138+406 138+418 138+430 138+442 138+400 CH CH CH CH CH CH CH CH CH E L E V A T I O N A1 P1 P2 P3 P4 P5 P6 A2 12000 c/c of E.J. 12000 c/c of E.J. 12000 c/c of E.J. 12000 c/c of E.J. 12000 c/c of E.J. 12000 c/c of E.J. 12000 c/c of E.J. C/L of Bridge 500 1500 PROPOSED WIDEING 500 3500 3500 Approach Slab Approach Slab 7500 11000 carriageway 16000 500 EXISTING BRIDGE 8500 500 1500 500 138+358 138+370 138+382 138+394 138+406 138+418 138+430 138+442 138+400 CH CH CH CH CH CH CH CH CH P L A N Widening existing Major Bridge at Km 138.400 Widening to Two Lane with Paved Shoulders from Km. 125.626 to 155.800 of NH 167 Hagari to Jadacherla Section in the state of Karnataka on EPC Mode (Package - I). GOVERNMENT OF KARNATAKA PUBLIC WORKS, PORTS & INLAND WATER TRANSPORT DEPARTMENT NATIONAL HIGHWAY ??????????????????????????????????????????? GENERAL ARRANGEMENT DRAWING COMPANY REPRESENTATIVE DESIGN DIRECTOR PROOF CONSULTANT SAFETY CONSULTANT AUTHORTY'S ENGINEER Drg No.NH-167\Widening Br at km 138.400\01\R2

  2. 16000 7500 proposed widening 8500 existing bridge 11000 carriageway 500 1500 footpath 500 500 1500 footpath 500 Wearing coat 75 Thk. FRL 2.5% 2.5% 500 1.5 1.5 1 1 Weep Holes @ 1000 c/c BL BL 350 FL 400 100 Thk. Leveling Course 7500 CROSS SECTION (ABUTMENT) 16000 7500 proposed widening 8500 existing bridge 11000 carriageway 500 1500 footpath 500 500 1500 footpath 500 Wearing coat 75 Thk. FRL 2.5% 2.5% 500 500 650 650 500 NOTES : 1. Figured dimensions shall be taken. Do not scale the drawing. All Reduced Levels are in meters and Dimensions are in Millimeters. 2. The S.B.C. of the founding strata at the founding level shown should not less than 24 T/m.sq. 3.The section should be modified suitably if there is any change in founding levels & SBC other than that mentioned in the drawing and approval shall be obtained for the modified drawing. 4. Grade of Concrete shall be, M15 for Leveling Course, Toe Wall & Curtain Wall. M35 for Foundation, Sub-structure & Super-structure. 5. Grade of Steel shall be TMT FE500. 6. Clear cover to the reinforcement shall be 75mm on all earth faces 50mm on all faces other than earth faces 1800 1800 3000 BL BL 75 75 600 1000 FL 7500 7. Bars may be joined by lapping. All laps should be well staggered and not more than 50% of rods shall be lapped at a location. Lap length and other stipulations as per clause 304.6.6 of IRC 21:2000 must be complied with. CROSS SECTION (PIER) The reinforcement for railing posts should be properly anchored in the deck Widening existing Major Bridge at Km 138.400 Widening to Two Lane with Paved Shoulders from Km. 125.626 to 155.800 of NH 167 Hagari to Jadacherla Section in the state of Karnataka on EPC Mode (Package - I). GOVERNMENT OF KARNATAKA PUBLIC WORKS, PORTS & INLAND WATER TRANSPORT DEPARTMENT NATIONAL HIGHWAY ??????????????????????????????????????????? CROSS - SECTIONS COMPANY REPRESENTATIVE DESIGN DIRECTOR PROOF CONSULTANT SAFETY CONSULTANT AUTHORTY'S ENGINEER Drg No.NH-167\Widening Br at km 138.400\02\R2

  3. C/L of EJ C/L of Bearing 4770 Returns EJ 40 #20 @ 100c/c 12 inner face 3500 app. slab 11 #16 @ 100c/c outer face FRL +350.119 1687 Weep Holes @ 1000 c/c 350 8 #8 Hzl @ 400c/c Vtl alternate bars 600 Thk. Fliter Media #16 @ 100c/c 10 inner face 11 600 Thk. Fliter Media 12 7 #12 @ 150c/c #16 @ 100c/c 9 outer face 4432 BL BL 345.700 6 #16 @ 100c/c 9 Weep Holes @ 1000 c/c 5 #25 @ 100c/c #25 @ 200c/c 2a 10 + #25 @ 200c/c 2 2a 4 #16 @100c/c 350 400 FL 342.900 C/L of EJ 800 4500 850 2000 C/L of Bearing #16 @100c/c 3 1 1a 1 #25 @ 200c/c WC 75 + EJ 40 CROSS-SECTION OF RETURN WALL (showing R.C. details) 100 Thk. Leveling Course CROSS-SECTION OF RETURN WALL (showing G.A. details) 7350 1a #25 @ 200c/c FRL CROSS-SECTION OF ABUTMENT (showing G.A. details) 300 CROSS-SECTION OF ABUTMENT (showing R.C. details) 300 300 150 300 1687 300 7350 4500 850 2000 Elastomeric Bearing Elastomeric Bearing Pedestal 800 x 630 in plan 580 x 800 345 800 9 11 7350 350 290 280 280 Haunch 300x300 12 10 #10 @200c/c 13 top 8 30 850 7500 2a ABUTMENT CAP (showing G.A. details) 600 Thk. Fliter Media top 2 6 1a bottom 7500 #12 @ 200c/c 19 7500 18 #10 @ 200c/c 7 1 bottom #12 - 4 nos 20 17 #12 @ 150c/c PLAN OF ABUTMENT (showing G.A. details) 15 #16 @ 100c/c 5 16 #12 @ 100c/c 3 4 bottom top PLAN OF ABUTMENT WALL & RETURNS (showing R.C. details) PLAN OF ABUTMENT @ RAFT LVL (showing R.C. details) ABUTMENT CAP (showing R.C. details) Widening existing Major Bridge at Km 138.400 Widening to Two Lane with Paved Shoulders from Km. 125.626 to 155.800 of NH 167 Hagari to Jadacherla Section in the state of Karnataka on EPC Mode (Package - I). GOVERNMENT OF KARNATAKA PUBLIC WORKS, PORTS & INLAND WATER TRANSPORT DEPARTMENT NATIONAL HIGHWAY ??????????????????????????????????????????? ABUTMENT DETAILED DRAWING COMPANY REPRESENTATIVE DESIGN DIRECTOR PROOF CONSULTANT SAFETY CONSULTANT AUTHORTY'S ENGINEER Drg No.NH-167\Widening Br at km 138.400\03\R2

  4. C/L of EJ C/L of Bearing C/L of Bearing C/L of EJ FRL +350.119 C/L of Bearing C/L of Bearing FRL 500 1801 1687 500 550 550 Elastomeric Bearing 345 Pedestal 800 x 1260 in plan 1160 x 800 28 #8 Hzl @ 400c/c Vtl alternate bars 2932 #10 @ 150c/c 27 300 650 BL 345.700 500 650 300 #32 @ 100 c/c 26 800 75 75 #16 @ 100c/c 24 500 23 #16 @ 100c/c 1000 600 550 800 550 25 #12 @ 150 c/c 100 Thk. Leveling Course 2775 950 2775 21 #25 @ 100c/c #25 @ 100c/c 22 6500 PIER CAP CROSS-SECTION OF PIER (showing G.A. details) CROSS-SECTION OF PIER (showing R.C. details) (showing G.A. details) 1st layer #32 @ 100 c/c 30a 31 #32 @ 100c/c 2nd layer #32 @ 100 c/c 30b 75 800 75 21 bottom 2LS #16 @ 100c/c 32 (outer) 33 6LS #10 @ 100c/c (inner) 4LS 2175 27 75 24 top 26 400 #25 @ 100 c/c 29 25 7500 3150 2200 28 PIER CAP (showing R.C. details) 400 22 bottom 75 2175 NOTES : 1. Figured dimensions shall be taken. Do not scale the drawing. All Reduced Levels are in meters and Dimensions are in Millimeters. 2. The S.B.C. of the founding strata at the founding level shown should not less than 24 T/m.sq. 3.The section should be modified suitably if there is any change in founding levels & SBC other than that mentioned in the drawing and approval shall be obtained for the modified drawing. 4. Grade of Concrete shall be, M15 for Leveling Course, Toe Wall & Curtain Wall. M35 for Foundation, Sub-structure & Super-structure. 5. Grade of Steel shall be TMT FE500. 6. Clear cover to the reinforcement shall be 75mm on all earth faces 50mm on all faces other than earth faces 23 top 2775 950 2775 6500 PLAN OF PIER (showing G.A. details) PLAN OF PIER (showing R.C. details) 7. Bars may be joined by lapping. All laps should be well staggered and not more than 50% of rods shall be lapped at a location. Lap length and other stipulations as per clause 304.6.6 of IRC 21:2000 must be complied with. The reinforcement for railing posts should be properly anchored in the deck Widening existing Major Bridge at Km 138.400 Widening to Two Lane with Paved Shoulders from Km. 125.626 to 155.800 of NH 167 Hagari to Jadacherla Section in the state of Karnataka on EPC Mode (Package - I). GOVERNMENT OF KARNATAKA PUBLIC WORKS, PORTS & INLAND WATER TRANSPORT DEPARTMENT NATIONAL HIGHWAY ??????????????????????????????????????????? PIER DETAILED DRAWING COMPANY REPRESENTATIVE DESIGN DIRECTOR PROOF CONSULTANT SAFETY CONSULTANT AUTHORTY'S ENGINEER Drg No.NH-167\Widening Br at km 138.400\04\R2

  5. 280 11400 280 40 THK. GAP FOR EXP. JOINT 40 THK. GAP FOR EXP. JOINT. 5700 5700 OF BEARING C L OF BEARING C L OF BEARING C L OF BEARING C L BEARING BEARING BEARING SECTIONAL ELEVATION X X 280 11400 280 200 A 500 500 RC RAILINGS 1350 1350 FOOTPATH footpath 1500 1500 625 325 930 500 500 RC CRASH BARRIER 8000 Proposed Widening 2650 2650 530 300 300 300 SECTION A B C 1500 6000 3900 B 8000 625 325 Wearing coat 75 Thk. B X X 5500 5500 300 2650 2650 2.5% 625 325 1350 1350 NOTES : 1. Figured dimensions shall be taken. Do not scale the drawing. All Reduced Levels are in meters and Dimensions are in Millimeters. 2. The S.B.C. of the founding strata at the founding level shown should not less than 24 T/m.sq. 3.The section should be modified suitably if there is any change in founding levels & SBC other than that mentioned in the drawing and approval shall be obtained for the modified drawing. 4. Grade of Concrete shall be, M15 for Leveling Course, Toe Wall & Curtain Wall. M35 for Foundation, Sub-structure & Super-structure. 5. Grade of Steel shall be TMT FE500. 6. Clear cover to the reinforcement shall be 75mm on all earth faces 50mm on all faces other than earth faces 900 1500 C 7160 336 P L A N PLAN 7. Bars may be joined by lapping. All laps should be well staggered and not more than 50% of rods shall be lapped at a location. Lap length and other stipulations as per clause 304.6.6 of IRC 21:2000 must be complied with. The reinforcement for railing posts should be properly anchored in the deck Widening existing Major Bridge at Km 138.400 Widening to Two Lane with Paved Shoulders from Km. 125.626 to 155.800 of NH 167 Hagari to Jadacherla Section in the state of Karnataka on EPC Mode (Package - I). GOVERNMENT OF KARNATAKA PUBLIC WORKS, PORTS & INLAND WATER TRANSPORT DEPARTMENT NATIONAL HIGHWAY ??????????????????????????????????????????? GENERAL ARRANGEMENT DRAWING SUPER-STRUCTURE COMPANY REPRESENTATIVE DESIGN DIRECTOR PROOF CONSULTANT SAFETY CONSULTANT AUTHORTY'S ENGINEER Drg No.NH-167\Widening Br at km 138.400\05\R2

  6. 20 @ 220 C/C (g) +12 @ 220 C/C (f) 20 @ 220 C/C (g) +12 @ 220 C/C (f) 12 @ 200 C/C (k) 12 @ 110 C/C (f + h) 12 @ 200 C/C (l) 10 @ 200 C/C (i) 10 @ 200 C/C (j) 10 - 2 nos (n) 10 @ 200 C/C (i) (h) (h) 12 @ 220 C/C (f) 12 @ 200 C/C (k) (g) 10 @ 200 C/C (j) (p) 20 @ 220 C/C (g) (g & f) 25 - 3NOS. CROSS GIRDER BARS 10 @ 200 C/C (j) b a a 150 (g) 12 -2 NOS (m) (p) 16 - 4 nos (n1) (p) 10 @ 200 C/C (c) 10 @ 200 C/C (c) 10 @ 200 C/C (d) 10 @ 200 C/C (d) 12 @ 110 C/C (a) VARIES VARIES 12 @ 110 C/C (a) 10 @ 200 C/C (d) 8 @ 200 C/C (q) 12 @ 220 C/C (b) 12 @ 220 C/C (b) 12 @ 220 C/C (e) HAUNCH 150 x 75 12 @ 220 C/C (e) 900 1500 CROSS SECTION A B C SECTION P Q Z 12 @ 200 c/c (l) GIRDER BARS 25 - 3 NOS CROSS (l) 5700 2000 2000 ( j ) 300 C 200 c/c (i) 12 @ 220 C/C (b) 12 @ 200 C/C (l) +10 @ 200 C/C (i) (d) 12 @ 110 C/C (a) 10 @ B 2000 SECTION X Y Z 10 @ 200 C/C (c) 10 @ 200 C/C (j) 2000 800 (h) (g) (l) 12 @ 220 C/C (h) 12 @ 220 C/C (f) (a) 20 @ 220 C/C (g) 12 @ 220 C/C (h) 12 @ 220 C/C (f) 12 @ 110 C/C (a) (f) 10 @ 200 C/C (i) (b) Q 5700 12 @ 200 c/c (k) C/C (c) 10 @ 200 10 150 C/C (p) 10 @ 200 C/C (d) Y (k) NOTES : 1. Figured dimensions shall be taken. Do not scale the drawing. All Reduced Levels are in meters and Dimensions are in Millimeters. 2. The S.B.C. of the founding strata at the founding level shown should not less than 24 T/m.sq. 3.The section should be modified suitably if there is any change in founding levels & SBC other than that mentioned in the drawing and approval shall be obtained for the modified drawing. 4. Grade of Concrete shall be, M15 for Leveling Course, Toe Wall & Curtain Wall. M35 for Foundation, Sub-structure & Super-structure. 5. Grade of Steel shall be TMT FE500. 6. Clear cover to the reinforcement shall be 75mm on all earth faces 50mm on all faces other than earth faces +10 @ 200 C/C (i) 12 @ 200 C/C (k) CROSS GIRDER BARS (c) 1500 2000 2000 2400 25 - 3NOS. (k) + (i) A B (e) 900 300 540 430 280 7. Bars may be joined by lapping. All laps should be well staggered and not more than 50% of rods shall be lapped at a location. Lap length and other stipulations as per clause 304.6.6 of IRC 21:2000 must be complied with. 12 (m) 150 12 220 C/C (e) P L A N P X 12 2 nos (m) (c) The reinforcement for railing posts should be properly anchored in the deck slab before casting the slab. HALF TOP REINFORCEMENT HALF BOTTOM REINFORCEMENT Widening existing Major Bridge at Km 138.400 Widening to Two Lane with Paved Shoulders from Km. 125.626 to 155.800 of NH 167 Hagari to Jadacherla Section in the state of Karnataka on EPC Mode (Package - I). GOVERNMENT OF KARNATAKA PUBLIC WORKS, PORTS & INLAND WATER TRANSPORT DEPARTMENT NATIONAL HIGHWAY ??????????????????????????????????????????? DECK SLAB DETAILED DRAWING COMPANY REPRESENTATIVE DESIGN DIRECTOR PROOF CONSULTANT SAFETY CONSULTANT AUTHORTY'S ENGINEER Drg No.NH-167\Widening Br at km 138.400\06\R2

  7. 16 2 LEGGED STIRRUPS (a1) (a1 VARYING & a2) 12 2 LEGGED STIRRUPS (b1) LEGGED STIRRUPS (b1) 16 2 LEGGED STIRRUPS (a2) (a2) 64 64 A CLEAR 100 CLEAR 8 NOS EQUALLY SPACED = 1055 8 NOS EQUALLY SPACED = 1055 SPACED = 1055 8 NOS EQUALLY 15 NOS @ 95 C/C=1425 15 NOS @ 95 C/C=1425 8 nos @ 150 c/c = 1200 17 NOS @ 120 C/C=1920 17 NOS @ 120 C/C=1920 8 nos @ 150 c/c = 1200 15 NOS @ 95 C/C=1425 200 200 380 100 380 200 10 -4 NOS equally spaced (f1) 10 -4 NOS eually spaced (f1) on each face B B on each face 16 2-NOS (c1) 16 -2NOS (c1) 10 -3 NOS equally spaced on each face(e1) 900 500 1500 900 1500 500 16 -2NOS (d1) 16 2-NOS (d1) TABLE-I C1 & d1 a1 C1 & d1 a1 ¼ POINT ¼ POINT MID SPAN (AT CENTRE LINE) 650 650 700 700 1167 1167 1167 380 BRIDGE WITH F.P. 750 750 700 700 6 m.m. 9 m.m. 6 m.m. 130 130 2080 2080 700 700 700 700 400 400 400 BRIDGE WITH OUT F.P. 5 m.m. 8 m.m. 130 30 5 m.m. 1500 1500 g5 2 - nos g4 3 - nos g3 3 - nos g2 3 - nos g1 3 - nos 3100 130 (m1) (m1) 30 32 -3 NOS (g1) +32 -1 NO (m1) 32 -1 NO (m1) 32 - 1 NO (m1) 32 -2 NOS (g2) 32 - 3 NOS (g1) +32 - 1 NO (m1) 32 - 2 NOS (g2) 300 300 32 - 2 NOS (g5) 32 -3 NOS (g3) 300 300 32 - 14 NOS- 32 - 3 NOS (g3) 32 - 3 NOS (g4) 32 - 3 NOS (g4) A MESH REINF TYPE ‘A’ (TWO LAYERS) MESH REINF TYPE 'A' (TWO LAYERS) B B 2600 2600 3100 5700 280 280 5700 5700 LONGITUDINAL SECTION OF OUTER GIRDER LONGITUDINAL SECTION OF OUTER GIRDER L/4 L/4 L/4 L/4 16 2 LEGGED STIRRUPS (j1) (j1 VARYING & j2) 16 2 LEGGED STIRRUPS (j2) 12 2 LEGGED STIRRUPS (k1) LEGGED STIRRUPS (k1) 16 2 LEGGED STIRRUPS (j2) 8 nos equally spaced 1120 8 nos equally spaced 1120 10 nos @ 150 c/c = 1500 10 nos @ 150 c/c = 1500 9 NOS @ 120 C/C=1080 20 NOS @ 100 C/C=1900 20 NOS @ 100 C/C=1900 9 NOS @ 120 C/C=1080 10 nos @ 150 c/c = 1500 8 nos equally spaced 1120 380 100 100 380 200 200 200 64 A C 64 C B D D CLEAR 10 -4 NOS. equally spaced (f1) on each face CLEAR 10 -4 NOS. equally spaced (f1) on each face 16 2-NOS (c1) 16 2-NOS (c1) DEAD LOAD 10 - 3 NOS equally spaced (e1) on each face 10 - 3 NOS equally spaced (e1) on each face 500 1500 900 900 1500 500 16 2-NOS (d1) 16 2-NOS (d1) C1 & d1 C1 & d1 700 700 (AT CENTRE LINE) (h1) (h1) 1167 1167 1233 380 650 650 700 700 700 700 250 250 700 700 1830 1830 400 400 400 1500 1500 300 300 130 130 g1 - 3 nos g2 - 3 nos g3 - 3 nos h1 - 2 nos. 32 - 1 NO (m1) 32 -1 NO (m1) 32 - 2 NOS (h1) 32 -2 NOS (h1) 30 30 MESH REINF TYPE ‘A’ (TWO LAYERS) MESH REINF TYPE 'A' (TWO LAYERS) 32 - 11 NOS- 32 - 3 NOS (g1) +32 - 1 NO (m1) 32 -3 NOS (g1) +32 -1 NO (m1) 300 300 32 -3 NOS (g2) 32 - 3 NOS (g2) 32 -3 NOS (g3) 32 - 3 NOS (g3) A C C B D D (m1) (m1) 1800 4200 1800 4200 280 5700 280 5700 5700 LONGITUDINAL SECTION OF INNER GIRDER LONGITUDINAL SECTION OF INNER GIRDER 20 NOS @ 100 c/c = 1900 (j1 varying & j2) 9 NOS @ 120 C/C = 1080 100 380 525 900 1500 6 @ 75=450 37,5 37,5 V 37,5 64 LC OF BEARING j1 C1 5 @ 75=375 c1 j2 450 j1 U d1 280 16 -2 NOS (d1) 625 325 50 CLEAR 50 CLEAR COVER COVER (d1) 16 -2 NOS (c1) REFER DRG FOR DECK SLAB REFER DRG. FOR DECK SLAB (d1) d1 (d1) 37,5 REFER DRG. FOR DECK SLAB 625 REFER DRG. FOR DECK SLAB (c1) 8 MESH c1 500 74 REINFORCEMENT TYPE-A 74 NOTES : 1. Figured dimensions shall be taken. Do not scale the drawing. All Reduced Levels are in meters and Dimensions are in Millimeters. 2. The S.B.C. of the founding strata at the founding level shown should not less than 24 T/m.sq. 3.The section should be modified suitably if there is any change in founding levels & SBC other than that mentioned in the drawing and approval shall be obtained for the modified drawing. 4. Grade of Concrete shall be, M15 for Leveling Course, Toe Wall & Curtain Wall. M35 for Foundation, Sub-structure & Super-structure. 5. Grade of Steel shall be TMT FE500. 6. Clear cover to the reinforcement shall be 75mm on all earth faces 50mm on all faces other than earth faces PLAN SHOWING TOP REINF. AT THE END EQUALLY SPEACED 10 4 NOS (f1) HAUNCH 150x75 HAUNCH 300x150 EQUALLY SPACED (INNER GIRDER) 10 3 NOS (e1) (b1) HAUNCH 150x75 EUALLY SPACED 10 4 NOS (f1) HAUNCH 300x150 EQUALLY SPACED (a1) 10 LINK 2 NOS WITH EVERY 5TH STEP STAGGERED(n3) 10 3 NOS (e1) 1167 1233 (j1) (k1) 1167 1167 1233 1167 (n3) (n2) 20 NOS @ 100 C/C = 1900 9 nos @ 120 c/c = 1080 10 LINK 2 NOS WITH EVERY 5TH STEPS STAGGERED(n2) 380 100 64 82 64 64 64 64 64 64 64 900 1500 32 -1 no (m1) (m1) m1 32 -1 NO (m1) m1 82 32 SPACER BARS g5 g5 82 150 82 82 j1 = = g4 g4 g4 h1 h1 g3 g1 g1 g1 = = = = 82 150 161 150 82 32 spacer bars g4 g4 g4 = = g3 g3 g2 g1 g3 g3 g2 g1 g3 g2 g1 g3 g2 g1 161 625 325 g3 g2 g1 g3 82 161 82 82 161 82 g3 g3 g2 g1 g3 625 82 150 161 150 82 g2 g1 g2 g1 g2 g1 g2 g1 325 g2 g1 g2 g1 325 625 150 SECTION A-A SECTION B-B SECTION C-C SECTION D-D 1500 82 m1 7. Bars may be joined by lapping. All laps should be well staggered and not more than 50% of rods shall be lapped at a location. Lap length and other stipulations as per clause 304.6.6 of IRC 21:2000 must be complied with. (INNER GIRDER) PLAN SHOWING BOTTOM REINF. AT THE END (SIMILAR DETAILING WILL BE FOLLOWED FOR OUTER GIRDERS) Widening existing Major Bridge at Km 138.400 Widening to Two Lane with Paved Shoulders from Km. 125.626 to 155.800 of NH 167 Hagari to Jadacherla Section in the state of Karnataka on EPC Mode (Package - I). GOVERNMENT OF KARNATAKA PUBLIC WORKS, PORTS & INLAND WATER TRANSPORT DEPARTMENT NATIONAL HIGHWAY ??????????????????????????????????????????? DETAILS OF LONGITUDINAL GIRDER COMPANY REPRESENTATIVE DESIGN DIRECTOR PROOF CONSULTANT SAFETY CONSULTANT AUTHORTY'S ENGINEER Drg No.NH-167\Widening Br at km 138.400\07\R2

  8. 8000 1350 2650 2650 1350 25 -3 NOS (a3) A 10 - 3 NOS ON EACH FACE (i2) 2.5% SLOPE 200 25 - 3NOS. (a3) 79 38 37 37 38 500 10 links 2 nos with every 5th. stirrups staggered (n5) 10 - 3 nos eq. spcs (j2) 90 10 - 3 nos eq. spacs. (i2) 130 130 A 30 30 400 MESH TYPE-"B" (TWO LAYERS) (TYP.) 25 -3 NOS (e2) 16 - 2 legged stirrups @ 150 c/c (j3) 150 625 150 150 625 150 625 79 JACK POSITION 25 -3 NOS (e2) LONGITUDINAL SECTION OF END CROSS GIRDER 79 71 71 79 300 SECTION A A 8000 1350 2650 2650 1350 28 -3 NOS (l1) 28 -3 NOS (k2) B 10 - 2 NOS ON EACH FACE (r1) 25 - 3NOS. (k2) 79 50 500 25 -2 NOS (l1) 500 42 43 43 42 500 10 links - 2 nos. with every 5th. stirrups (n5) 10 - 2 nos on each face (r1) eq. spacs. 16 - 2 legged stirrups @ 140 c/c (s1) 400 400 16 -2 LEGGED STIRRUPS @ 140 C/C (s1) B 28 - 2 NOS (q1) 28 spacer bar 56 28 - 3 NOS (p1) 86 28 - 3 NOS (n4) 28 - 2 nos (q1) 325 325 56 28 - 3 nos (p1) 80 325 28 -3 NOS (n4) 58 80 70 70 80 300 LONGITUDINAL SECTION OF INTERMEDIATE CROSS GRIDER SECTION B B FACE OF MAIN GIRDER NOTES : 1. Figured dimensions shall be taken. Do not scale the drawing. All Reduced Levels are in meters and Dimensions are in Millimeters. 2. The S.B.C. of the founding strata at the founding level shown should not less than 24 T/m.sq. 3.The section should be modified suitably if there is any change in founding levels & SBC other than that mentioned in the drawing and approval shall be obtained for the modified drawing. 4. Grade of Concrete shall be, M15 for Leveling Course, Toe Wall & Curtain Wall. M35 for Foundation, Sub-structure & Super-structure. 5. Grade of Steel shall be TMT FE500. 6. Clear cover to the reinforcement shall be 75mm on all earth faces 50mm on all faces other than earth faces u1 25 50 v1 200 300 50 50 25 25 50 50 50 50 50 25 300 7. Bars may be joined by lapping. All laps should be well staggered and not more than 50% of rods shall be lapped at a location. Lap length and other stipulations as per clause 304.6.6 of IRC 21:2000 must be complied with. 8 O MESH REINFTS TYPE-B The reinforcement for railing posts should be properly anchored in the deck Widening existing Major Bridge at Km 138.400 Widening to Two Lane with Paved Shoulders from Km. 125.626 to 155.800 of NH 167 Hagari to Jadacherla Section in the state of Karnataka on EPC Mode (Package - I). GOVERNMENT OF KARNATAKA PUBLIC WORKS, PORTS & INLAND WATER TRANSPORT DEPARTMENT NATIONAL HIGHWAY ??????????????????????????????????????????? DETAILS OF CROSS GIRDER COMPANY REPRESENTATIVE DESIGN DIRECTOR PROOF CONSULTANT SAFETY CONSULTANT AUTHORTY'S ENGINEER Drg No.NH-167\Widening Br at km 138.400\08\R2

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