Bridge DWG Block for AutoCAD

RIVER CROSSING FOR PIPE LINE

Drawing labels, details, and other text information extracted from the CAD file:

section c-c, abutement, dirt wall, pier footing, pier, section d-d, pier cap, cross girder, r.c.details of pier foundation, section e-e, section f-f, typical beam layout, bottom slab dtails, top slab dtails, r.c. details of abutment, details of bearing, detail-x, wearing coat, r.c details of approach slab, compound, r.c details of bed block and dirt wall, return wall, steel structure, hand rail, typical steel structure top details, foundation lvl plan, plan at bridge top lvl, section a-a, abutement details, peir foundation details, detail-a, section i-i, section b-b, approach slab, section g-g, section at mid span, section at support span, section h-h, detail-b, section j-j, detail-c, section k-k, detail-d, detail-e, detail-f, r.c details of pier cap, bearing pedestal, details of pier cap, ground level, chainage, scour level, rock top level, r.c.details of pedestal, wide ms plate, pedestals

Raw text data extracted from CAD file:

11 1 A 2 3 4 5 6 7 8 9 10 11 12 1 2 3 4 5 6 7 8 9 10 11 12 B C D E F G H A B C D E F G H \A1;10750 \A1;1000 \A1;1200 \A1;1200 \A1;1000 \A1;1000 \A1;1500 \A1;3500 \A1;1500 \A1;1000 \A1;8500 \A1;1350 \A1;15000 \A1;15000 \A1;15000 \A1;15000 \A1;15000 \A1;15000 \A1;1500 \A1;4500 \A1;1000 \A1;1200 \A1;1650 \A1;1000 \A1;1200 \A1;1000 \A1;1000 \A1;1650 \A1;1200d \A1;1500 \A1;1500 \A1;3500 \A1;2500 \A1;1000 \A1;3500 \A1;8500 \A1;1500 \A1;1500 \A1;1750 \A1;5000 \A1;1750 \A1;15000 \A1;10750 \A1;14000 \A1;10750 \A1;14000 \A1;15000 \A1;10750 \A1;14000 \A1;15000 \A1;1000 \A1;6 \A1;125 \A1;3500 X 300 THK APPROACH SLAB \A1;300 \A1;71 \A1;500 \A1;500 \A1;1500 \A1;2325 \A1;1500 \A1;1650 \A1;1650 \A1;650 \A1;3300 \A1;4650 \A1;650 \A1;700 \A1;650 \A1;4650 \A1;650 \A1;300 \A1;300 \A1;3250 \A1;1125 \A1;3650 \A1;3635 \A1;2570 \A1;200 \A1;600 \A1;600 \A1;15000 \A1;14000 \A1;15000 \A1;14000 \A1;15000 \A1;14000 \A1;15000 \A1;14000 \A1;15000 \A1;14000 \A1;15000 \A1;14000 \A1;30° (TYP) \A1;10750 \A1;2500 \A1;2500 \A1;2500 \A1;2500 \A1;2500 \A1;1500 \A1;1500 \A1;4200 \A1;3500 \A1;3500 \A1;3500 \A1;3500 \A1;3500 \A1;10750 \A1;8500 \A1;8500 \A1;8500 \A1;8500 \A1;8500 \A1;10750 \A1;4500 \A1;1200 \A1;1500 \A1;1800 \A1;10750 \A1;4200 \A1;400 \A1;400 \A1;250 \A1;250 \A1;75 \A1;75 \A1;3935 \A1;3950 \A1;2570 \A1;3500 \A1;3500 \A1;3500 \A1;3500 \A1;1420 \A1;1095 \A1;1420 \A1;10 \A1;150 \A1;10 \A1;110 \A1;15000 \A1;15000 \A1;15000 \A1;15000 \A1;15000 \A1;4500 \A1;3500 \A1;1200 \A1;1200 \A1;1200 \A1;3500 \A1;3500 \A1;1650 \A1;1000 \A1;1000 \A1;4L-10d@300C/C \A1;1650 \A1;450 \A1;300 \A1;1650 \A1;450 \A1;300 \A1;4L-10d@300C/C \A1;1300 \A1;400 \A1;300 \A1;\U+22051200 \A1;\U+22051200 \A1;500 \A1;450 \A1;500 \A1;320 \A1;1500 \A1;2325 \A1;510 \A1;1800 \A1;3535 \A1;3500 \A1;1200 \A1;3500 \A1;1200 \A1;3500 \A1;1200 \A1;3500 \A1;1200 \A1;4500 \A1;1500 \A1;1500 \A1;6 \A1;12 \A1;3 \A1;2500 \A1;10750 \A1;1625 \A1;2500 \A1;2500 \A1;2500 \A1;1625 \A1;3500 \A1;3500 \A1;3500 \A1;3500 \A1;500 \A1;1400 \A1;1400 \A1;600 \A1;900 \A1;120° \A1;500 \A1;1400 \A1;700 \A1;3300 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 EL. 335.930M EL. 336.930M EL. 343.999M EL. 344.499M EL. 344.716M EL. 346.366M 5 5 5 5 BED BLOCK 500 THK. CROSS GIRDER BEAM(MB2) (SCALE 1:75) SECTION C-C 5 ABUTEMENT MAIN BEAM(MB1) DIRT WALL 450 THK. X PIER FOOTING PIER EL. 344.499M (SCALE 1:75) SECTION D-D EL. 335.00M EL. 336.00M 5 5 5 5 5 5 EL. 343.499M PIER CAP EL. 346.366M EL. 344.716M CROSS GIRDER (SCALE 1:75) R.C.DETAILS OF PIER FOUNDATION SECTION E-E SECTION F-F 24-12d 10\U+2205@250 C/C 24-25d 1200d 1500 1500 16d@140 C/C 16d@140 C/C \A1;E \A1;F \A1;E \A1;F 5 5 25d@110 C/C 20d@180 C/C 10\U+2205@250 C/C 5 5 5 5 10\U+2205@250 C/C 24-25\U+2205 5 5 5 5 5 5 \A1; 10d@200 C/C 10d@200 C/C 5 5 5 12d@150 C/C 12d@150 C/C 10d@200 C/C 10d@200 C/C 5 5 5 MB1 MB1 MB1 MB1 MB2 MB2 MB2 MB2 MB2 MB2 MB2 MB2 MB2 MB2 MB2 MB2 MB2 MB2 MB2 MB2 MB2 MB2 MB2 MB2 MB2 MB2 MB2 MB2 MB2 300 THK (SCALE 1:75) TYPICAL BEAM LAYOUT (SCALE 1:75) BOTTOM SLAB DTAILS (SCALE 1:75) TOP SLAB DTAILS 10d@200 C/C 12d@150 C/C 12d@150 C/C 10d@200 C/C 5 L/S DETAILS OF MAIN GIRDER BEAM MB1(450×1650) (SCALE 1:75) R.C. DETAILS OF ABUTMENT 16d@135 C/C 16d@150 C/C 16d@150 C/C 16d@200 C/C 16d@150 C/C 25d@150 C/C 6 71 500 DETAILS OF BEARING 5 620 ISOMETRIC VIEW OF OF PEDESTAL & BEARING 800 500 320 DETAIL-X 150 THK. STONE BOULDERS 12@150 C/C 12@150 C/C 3500 X 300 THK APPROACH SLAB WEARING COAT 75MM THK. R.C DETAILS OF APPROACH SLAB 5 20MM JOINT SEALING COMPOUND 5 5 5 6-16d 6-16d 6-12d 6-12d 10@150 C/C 10@150 C/C R.C DETAILS OF BED BLOCK AND DIRT WALL 12@130 C/C 5 5 5 ABUTEMENT EL. 339.800M EL. 340.450M EL. 346.741M 5 5 5 5 5 (SCALE 1:75) DETAILS OF RETURN WALL @ MAX. HEIGHT RETURN WALL EL. 339.800M EL. 340.450M EL. 343.741M 5 5 5 RETURN WALL 5 5 12d@140 C/C 16d@160 C/C 12d@140 C/C 25d@150 C/C 25d@140 C/C 12d@140 C/C 12d@150 C/C 12d@200 C/C 10d@100 C/C 10d@100 C/C 10d@100 C/C 10d@100 C/C 10d@100 C/C 10d@100 C/C 10d@100 C/C 10d@100 C/C (SCALE 1:75) DETAILS OF RETURN WALL @ MIN. HEIGHT (SCALE 1:75) R.C. DETAILS OF RETURN WALL @ MAX. HEIGHT (SCALE 1:75) R.C. DETAILS OF RETURN WALL @ MIN. HEIGHT MB2 MB2 MB2 MB2 MB2 MB2 MB2 MB2 MB2 MB2 MB1 MB1 MB1 MB1 MB1 MB1 MB1 MB1 MB1 MB1 MB1 MB1 5 5 3650 3635 2570 STEEL STRUCTURE MS LADDER (TYP) 5 5 5 HAND RAIL B1 B1 B1 B1 B2 B2 B3 B3 B3 B3 B1 B1 B1 B1 B2 B2 B3 B3 B3 B3 B1 B1 B1 B1 B2 B2 B3 B3 B3 B3 B1 B1 B1 B2 B2 B3 B3 B3 B3 B1 B1 B1 B1 B1 B1 B1 B1 B1 B1 B1 B1 B1 B2 B3 B3 B3 B3 B2 B3 B3 B3 B3 B2 B3 B3 B3 B3 B2 B3 B3 B3 B3 (SCALE 1:75) TYPICAL STEEL STRUCTURE TOP DETAILS MS LADDER (TYP) MS LADDER (TYP) MS LADDER (TYP) MS LADDER (TYP) MS LADDER (TYP) MS LADDER (TYP) 5 5 5 5 5 5 5 5 5 5 5 5 SLOPE 2H:1V SLOPE 2H:1V SLOPE 2H:1V SLOPE 2H:1V RETURN WALL SLOPE 2H:1V SLOPE 2H:1V SLOPE 2H:1V SLOPE 2H:1V <>\X(TYP) 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 (SCALE 1:75) FOUNDATION LVL PLAN (SCALE 1:75) PLAN AT BRIDGE TOP LVL 300 THK 5 5 5 5 5 5 5 (SCALE 1:200) SECTION A-A (SCALE 1:100) ABUTEMENT DETAILS (SCALE 1:75) PEIR FOUNDATION DETAILS MS LADDER (TYP) C1 C1 C1 C1 C1 C1 C1 B2 \A1; B2 B2 B2 B2 5 5 5 5 5 5 C1 B D C D 5 5 2570 5 5 5 5 5 5 5 A DETAIL-A SECTION I-I 6 (TYP.) 10MM THK. INSERT PLATE 10MMd ANCHOR BOLTS 100MM LONG 10MMd ANCHOR BOLTS 100MM LONG 10MM THK. INSERT PLATE 6 (TYP.) C1 B1 B1 C1 B1 \A1; B3 B3 PL 150x150x6 PL 150x150x6 6 (TYP.) B1 B1 C1 6 (TYP.) 8MM THK. PL(TYP.) 6 (TYP.) B2 C1 10 5 6MM THK. PL B2 C1 B2 B2 10 B3 6 (TYP.) \A1; PL 150x110x6 5 B3 B3 B3 B3 PL 250x270x6 6 (TYP.) B3 B3 B3 B3 B2 6 (TYP.) PL 250x180x6 PL 250x180x6 PL 150x550x6 PL 150x420x6 6 (TYP.) B3 B3 B3 B3 5 5 5 5 5 5 5 \A1;A \A1;A 5 5 5 \A1;C \A1;C \A1;B \A1;B C1 C1 (SCALE 1:100) SECTION B-B APPROACH SLAB 5 APPROACH SLAB 5 SLOPE 20:1 SLOPE 20:1 \A1;D \A1;D 5 SECTION G-G \A1;G \A1;G 15-25d 5-16d RETURN WALL RETURN WALL RETURN WALL 6-10d (E/F) 5 5 2-25d 3-25d 4L-10d@300C/C 15-25\U+2205 4L-10d @300 C/C 6-10d (E/F) 5 450 SECTION AT MID SPAN 5-16\U+2205 25MM SPACER BAR (TYP.) SECTION AT SUPPORT SPAN 300 10-25\U+2205 4L-10d @300 C/C 6-10d (E/F) 5 450 5-16\U+2205 25MM SPACER BAR (TYP.) 300 5-10d (E/F) 6-16d 6-16d 4L-10d@300C/C 6-16\U+2205 4L-10d @300 C/C 5-10d (E/F) 1300 400 SECTION AT MID SPAN 6-16\U+2205 300 L/S DETAILS OF MAIN GIRDER BEAM MB2(400×1300) \A1;H \A1;H (SCALE 1:75) SECTION H-H \A1;I \A1;I DETAIL-B SECTION J-J DETAIL-C \A1;J \A1;J SECTION K-K \A1;K \A1;K DETAIL-D DETAIL-E E DETAIL-F C1-ISMB-300 B1-ISMB-300 B2-ISMC-150 B3-ISA-75x75x6 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 B1 B1 5 5 32NO’s-25d 6L-12d @300 C/C R.C DETAILS OF PIER CAP 4-16d (SIDE FACE) 25d@300 C/C ELASTOMERIC BEARING SIZE OF 320x500x50 BEARING PEDESTAL (500x800x125) 500 450 500 320 1500 2325 12d@150 C/C 12d@150 C/C (C/C OF EXPANSION JOINT) (C/C OF BEARINGS) 510 5 3535 16NOS-20d 5 5 5 5 5 5 5 5 5 5 (C/C OF EXPANSION JOINT) (C/C OF EXPANSION JOINT) (C/C OF EXPANSION JOINT) (C/C OF EXPANSION JOINT) (C/C OF BEARINGS) (C/C OF BEARINGS) (C/C OF BEARINGS) (C/C OF BEARINGS) (C/C OF BEARINGS) (C/C OF EXPANSION JOINT) (C/C OF EXPANSION JOINT) (C/C OF EXPANSION JOINT) (C/C OF EXPANSION JOINT) (C/C OF EXPANSION JOINT) (C/C OF EXPANSION JOINT) 16d@150 C/C 25d@220 C/C 5 6 12 3 DETAILS OF PIER CAP 5 5 1000 THK. EL. 346.366M EL. 344.716M 5 5 5 5 5 5 5 5 5 EL. 344.499M EL. 335.00M EL. 336.00M EL. 343.499M GROUND LEVEL 6.885 6.900 6.930 6.960 6.975 6.915 6.945 6.885 BH-1 6.890 BH-2 6.905 BH-3 BH-4 6.910 BH-5 CHAINAGE SCOUR LEVEL 336.870 337.228 332.919 333.112 331.287 ROCK TOP LEVEL 337.430 339.785 336.645 336.750 337.475 EL. 335.930M EL. 336.930M EL. 335.000M EL. 336.000M EL. 346.441M EL. 346.441M EL. 346.441M EL.346.441M +343.511M 341.785 340.645 338.750 339.475 341.930 341.022 339.380 339.720 340.457 341.195 342.442 5 5 5 5 5 5 A 5 5 (SCALE 1:70) DETAIL-A (SCALE 1:70) R.C.DETAILS OF PEDESTAL 10@200 6MMTHK. 150MM WIDE MS PLATE M16 ANCHOR BOLT 150 LONG 5 5 PEDESTALS PEDESTALS