Box Girder Section – Concrete Bridges DWG Section for AutoCAD

Box Girder Section – Concrete Bridges DWG Section for AutoCAD

This is a Bridge design drawing using 4 cells box girder normally reinforced.

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

datum elev, name, pbase, pvgrid, pegct, pfgct, pegc, pegl, pegr, pfgc, pgrid, pgridt, right, peglt, pegrt, pdgl, pdgr, blinding, top, bottom, bottom, top, section, both direction, both dir., longitudinal section, blinding, approach slab reinforcement detail, blinding, blinding, throat, of weld, holes for bolts, right angle, stud anchor bolts dia, shim in epoxy morter, anchorage of railing post, sec., bolt, details of hand rail, right angle, blinding, subbase, e.w, e.w, wall details, wall reinforcement details, blinding, blinding, blinding, end daiphraghms, mid. diaphragms, end daiphraghms, under girder flange, street gully with grill cm steel frame with crossing, steel base plate, weld, grill, steel base plate, bar, outer frame, box plate coated with, drain pipe c.s., drainage system, client:, drawing title:, design by:, checked by:, drawn by:, drawing no.:, date:, scale:, ãôñæú ãìóñ çáåçñëå ýí çáèõñå, details, design department in auc, not to scale, design department in auc, round about, road, round about, road, design speed kph, elev:, a.d., pvi elev, pvi sta, low point sta, low point elev, bvcs:, bvce:, evcs:, evce:, a.d., pvi elev, pvi sta, high point sta, high point elev, bvcs:, bvce:, evcs:, evce:, a.d., pvi elev, pvi sta, low point sta, low point elev, bvcs:, bvce:, evcs:, evce:, of column to be take from bridge layout, of column to be take from bridge layout, rubber expansion joint type, all weld, all weld, blinding, new blinding, selected material fill, section on wall abu skhair kufa, drain pipe spacing, coated by asphalt or flint coat, construction joint, fcu new fy new new acc. to astm min. cover mm min. bearing capacity under foundation, gravel or alternative, gravel, new blinding, compacted subbase, selected material fill, section on wall karbala, drain pipe spacing, coated by asphalt or flint coat, construction joint, gravel or alternative, gravel, compacted subbase, boulder, new blinding, acc. soil report, new blinding, acc. soil report, new blinding, right angle, var., right angle, kva, cable, h. p. mercury, to mdb …. nycy, from mdb …. nycy, supply cable from the power station, cross sections up to, terminals for supply cable, terminals for control cable, spare, total, anchor bolts mm, mm pvc pipes, base plate mm thickness, side walk, deck slab, install mercury bulb, service duct, bridge lighting post, contactor access door, deck slab, side walk, steel plate with nuts, galvanized steel post dia. with slight slope to top, electric cable, pole height, transformer, cable way, drawing title:, drawing no., date:, scale:, design by:, checked by, drawn by, client:, ãôñæú ãìóñ çáåçñëå ýí çáèõñå, ãîøø çáãæþú çáúçã, pegct, pvgrid, pegct, pfgct, pegc, pegl, pegr, pfgc, pgrid, pgridt, left, peglt, pegrt, pdgl, pdgr, a.d., pvi elev, pvi sta, bvcs:, bvce:, evcs:, evce:, a.d., pvi elev, pvi sta, high point sta, high point elev, bvcs:, bvce:, evcs:, evce:, a.d., pvi elev, pvi sta, bvcs:, bvce:, evcs:, e

Raw text data extracted from CAD file:

0 00 DATUM ELEV NAME PBASE PVGRID PEGCT PFGCT PEGC PEGL PEGR PFGC PGRID PGRIDT 1 2 50 50 50 0.0 0.0 100.0 0.0 0.0 RIGHT PEGLT PEGRT PDGL PDGR 1 1.142 \A1;95m VC \A1;300m VC \A1;95m VC \A1;5.49m \A1;5.44m \A1;283.30m \A1;243.30m \A1;24.33m \A1;24.33m \A1;24.33m \A1;24.33m \A1;24.33m \A1;24.33m \A1;24.33m \A1;24.33m \A1;24.33m \A1;24.33m \A1;3.42m \A1;4.27m \A1;4.93m \A1;5.32m \A1;5.51m \A1;5.64m \A1;5.60m \A1;5.30m \A1;4.77m \A1;4.06m \A1;3.16m \A1;86.00m \A1;1.40m \A1;1.40m \A1;1.40m \A1;1.40m \A1;1.40m \A1;1.40m \A1;1.40m \A1;1.40m \A1;1.40m \A1;1.40m \A1;1.40m \A1;0.60m \A1;0.60m \A1;6.00m \A1;6.00m \A1;2.60m \A1;2.60m \A1;2.131m \A1;1.897m \A1;2.46m \A1;0.660m \A1;1.80m \A1;\U+22051.20 \A1;2.00m \A1;0.60m \A1;0.60m \A1;1.20m \A1;Var. \A1;1.20m \A1;1.80m \A1;0.80m \A1;3.20m \A1;16.60m \A1;1.20m \A1;7.50m \A1;7.50m \A1;17.00m \A1;0.75m \A1;0.50m \A1;0.75m \A1;0.60 \A1;16.60 \A1;3.20 \A1;3.20 \A1;0.60 \A1;1.40 \A1;0.60 \A1;2.00 \A1;0.60 \A1;1.40 \A1;1.40 \A1;1.40 \A1;1.40 \A1;1.40 \A1;1.40 \A1;1.40 \A1;1.40 \A1;1.40 \A1;1.40 \A1;5.00 \A1;0.75m \A1;1.55m \A1;1.55m \A1;1.55m \A1;1.55m \A1;1.55m \A1;1.55m \A1;1.55m \A1;1.55m \A1;1.55m \A1;1.55m \A1;0.75m \A1;17.00 \A1;2.40 \A1;2.40 \A1;0.75 \A1;0.60 \A1;1.20 \A1;0.60 \A1;1.55 \A1;1.55 \A1;1.55 \A1;1.55 \A1;1.55 \A1;1.55 \A1;1.55 \A1;1.55 \A1;1.55 \A1;1.55 \A1;0.75 \A1;17.00 \A1;0.4425 \A1;1.4650 \A1;1.4650 \A1;1.4650 \A1;1.4650 \A1;1.4650 \A1;1.4650 \A1;1.4650 \A1;1.4650 \A1;1.4650 \A1;1.4650 \A1;1.4650 \A1;0.4425 \A1;2.40 \A1;15.50 \A1;0.30 \A1;0.30 \A1;0.30 \A1;0.30 \A1;0.50 \A1;0.45 \A1;1.20 \A1;0.20 \A1;1.00 \A1;0.55 \A1;1.60 \A1;0.30 \A1;1.20 \A1;2.40 \A1;1.20 \A1;0.60 \A1;0.60 \A1;0.06 \A1;0.20 \A1;0.30 \A1;5.00 \A1;0.30 \A1;0.50 \A1;0.45 \A1;0.60 \A1;0.60 \A1;0.60 \A1;0.80 \A1;100 Blinding \A1;Var. \A1;0.30 \A1;0.40 \A1;0.40 \A1;1.20 \A1;Var. \A1;(17.00/2)xVar.% A 12 200 Top 16 200 Bottom f f @ @ A 16 200 Bottom 12 200 Top @ f @ f Section A-A 12 @ 200 Both direction 16 @ 200 Both dir. 300 f 1 : 10 f 16 @ 200 f 5 LONGITUDINAL SECTION 100 Blinding 5 Approach Slab Reinforcement Detail 5000 \A1;300 \A1;500 \A1;100 Blinding \A1;15.5 \A1;5000 \A1;250 \A1;500 \A1;100 Blinding \A1;15.5 \A1;5000 \A1;18d32 \A1;18d32 \A1;100 \A1;40 \A1;220 \A1;500 \A1;275 \A1;200 \A1;80 \A1;275 \A1;80 \A1;20 \A1;30 \A1;200 \A1;40 \A1;80 \A1;20 \A1;30 70.0 5 5 60.0 50.0 5 5 110.0 5 70.0 PL 16 x 180 x 220 Throat a= 3 of weld 17 Holes for M-16 Bolts 220.0 2 % PL 16 x 180 x 220 a = 3 70 x 70 x 5 125.0 Right angle Epoxy-bonded Stud Anchor Bolts (16-mm) dia Shim in Epoxy morter Anchorage of Railing Post 120.0 A Sec. A-A 180.0 5 M = 12 BOLT M = 12 R = 100 a = 3 122.0 70.0 5 122.0 5 122.0 300.0000000000001 5 80.0 5 5 760.0 60 15 x 30 5 80 x 80 x 4 70 x 70 x 5 A 80.0 60 x 60 x 4 Details of Hand Rail Right angle \A2;750 \A2;750 \A2;2200 \A2;500 \A2;250 \A2;500 \A2;100 blinding \A2;0.50 \A2;Var. \A2;250 \A2;800 \A2;1250 to 2000 \A2;500 \A2;500 -960.6711456714121 -960.6711456714121 -960.6711456714121 -960.6711456714121 -960.6711456714121 -960.6711456714121 -960.6711456714121 -960.6711456714121 -960.6711456714121 -960.6711456714121 -960.6711456714121 -960.6711456714121 -960.6711456714121 \A2;compacted Subbase t=500 \A2;d16@150 c/c E.W,E.F \A2;d16@150 c/c E.W \A2;d12@150 c/c E.W \A2;add.d16@150 c/c L=1.5m \A2;d12@150 c/c E.W \A2;Ret. wall details \A2;Ret. wall reinforcement details -960.6711456714121 \A1;0.750 \A1;0.750 \A1;2.000 \A1;0.500 \A1;0.250 \A1;0.500 \A1;100 blinding \A1;0.500 \A1;0.250 \A1;0.800 \A1;1000 to 2000 \A1;0.500 \A1;0.500 \A1;1.000 \A1;0.500 \A1;0.250 \A1;0.500 \A1;0.500 \A1;1.250 \A1;2.750 \A1;0.500 \A1;100 blinding \A1;0.250 \A1;0.800 \A1;2000 to 3000 \A1;0.500 \A1;3.750 \A1;0.750 \A1;0.250 \A1;0.750 \A1;0.500 \A1;1.75 \A1;0.750 \A1;100 blinding \A1;0.250 \A1;0.800 \A1;3000 to 4000 \A1;0.750 \A1;1.375 \A1;0.375 \A1;24.00m \A1;24.00m \A1;24.00m \A1;24.00m \A1;24.00m \A1;20.00m \A1;24.00m \A1;24.00m \A1;24.00m \A1;24.00m \A1;24.00m \A1;20.00m \A1;20.00m \A1;24.00m \A1;24.00m \A1;24.00m \A1;24.00m \A1;24.00m \A1;24.00m \A1;24.00m \A1;24.00m \A1;24.00m \A1;24.00m \A1;20.00m \A1;17.00m \A1;17.00m \A1;17.00m \A1;17.00m \A1;17.00m \A1;17.00m \A1;17.00m \A1;17.00m \A1;17.00m \A1;17.00m \A1;17.00m \A1;17.00m X Y \A1;11° \A1;10° \A1;8° \A1;6° \A1;3° \A1;1° \A1;1° \A1;3° \A1;6° \A1;8° \A1;10° \A1;11° \A1;0.00m \A1;0.00m \A1;19.72m \A1;4.21m \A1;43.69m \A1;8.45m \A1;67.80m \A1;11.75m \A1;92.02m \A1;14.11m \A1;116.31m \A1;15.52m \A1;140.48m \A1;15.99m \A1;164.64m \A1;15.52m \A1;188.94m \A1;14.10m \A1;213.16m \A1;11.75m \A1;237.27m \A1;8.47m \A1;261.23m \A1;4.22m \A1;281.00m \A1;0.14m \A1;0.00m \A1;0.00m \A1;4.22m \A1;19.72m \A1;14.11m \A1;15.52m \A1;261.23m \A1;17.00m \A1;17.00m \A1;17.00m \A1;17.00m \A1;281.00m \A1;0.14m \A1;3° \A1;6° \A1;8° \A1;10° \A1;11° \A1;4.21m \A1;43.69m \A1;8.45m \A1;67.80m \A1;11.75m \A1;92.02m \A1;116.31m \A1;15.52m \A1;140.48m \A1;15.99m \A1;164.64m \A1;188.94m \A1;14.10m \A1;213.16m \A1;11.75m \A1;237.27m \A1;8.47m \A1;24.00m \A1;24.00m \A1;24.00m \A1;24.00m \A1;24.00m \A1;20.00m \A1;24.00m \A1;24.00m \A1;24.00m \A1;24.00m \A1;24.00m \A1;20.00m \A1;20.00m \A1;24.00m \A1;24.00m \A1;24.00m \A1;24.00m \A1;24.00m \A1;24.00m \A1;24.00m \A1;24.00m \A1;24.00m \A1;24.00m \A1;20.00m \A1;17.00m \A1;17.00m \A1;17.00m \A1;17.00m \A1;17.00m \A1;17.00m \A1;17.00m \A1;17.00m \A1;11° \A1;10° \A1;8° \A1;6° \A1;3° \A1;1° \A1;1° \A1;17.00m \A1;17.00m \A1;17.00m \A1;17.00m \A1;0.00m \A1;0.00m \A1;19.72m \A1;14.11m \A1;15.52m \A1;14.10m \A1;11.75m \A1;261.23m \A1;4.22m \A1;24.00m \A1;24.00m \A1;24.00m \A1;24.00m \A1;24.00m \A1;20.00m \A1;24.00m \A1;24.00m \A1;24.00m \A1;24.00m \A1;24.00m \A1;20.00m \A1;20.00m \A1;24.00m \A1;24.00m \A1;24.00m \A1;24.00m \A1;24.00m \A1;24.00m \A1;24.00m \A1;24.00m \A1;24.00m \A1;24.00m \A1;20.00m \A1;17.00m \A1;17.00m \A1;17.00m \A1;17.00m \A1;17.00m \A1;17.00m \A1;17.00m \A1;17.00m \A1;11° \A1;10° \A1;8° \A1;6° \A1;3° \A1;1° \A1;1° \A1;3° \A1;6° \A1;8° \A1;10° \A1;11° \A1;4.21m \A1;43.69m \A1;8.45m \A1;67.80m \A1;11.75m \A1;92.02m \A1;116.31m \A1;15.52m \A1;140.48m \A1;15.99m \A1;164.64m \A1;188.94m \A1;213.16m \A1;237.27m \A1;8.47m \A1;281.00m \A1;0.14m 0.169% 4.70% -4.70% -0.062% 2 25 f 400 3 25 f 4 16 f 400 End Daiphraghms 12 @ 200 f 2 25 f 400 3 25 f 4 16 f 400 Mid. Diaphragms 12 @ 200 f 5 0.790 2 25 f 400 3 25 f 4 16 f 400 End Daiphraghms 12 @ 200 f 5 0.790 \A1;400 \A1;400 \A1;400 \A1;400 \A1;450 \A1;400 \A1;400 \A1;450 \A1;0.790 \A1;0.790 48 48 48 48 48 48 48 355 240 150mm under girder flange -7787.224352553483 -7787.224352553483 -7787.224352553483 -7787.224352553483 -7787.224352553483 -7787.224352553483 -7787.224352553483 -7787.224352553483 -7787.224352553483 Street Gully with Grill 35.5x24.0 cm steel frame with crossing Steel base plate 4mmx300x400 weld 4mm Grill Steel base plate 4-steel bar 12 50x50 outer frame 4mmx300x400 \A1;\U+2205 Box plate 15mm thick, coated with epoxy] Drain pipe C.S. \U+00D8100mm Drain pipe C.S. \U+00D8100mm Drainage System -7787.224352553482 CLIENT: DRAWING TITLE: DESIGN BY: CHECKED BY: DRAWN BY: DRAWING NO.: DATE: SCALE: ãÔÑæÚ ãÌÓÑ ÇáåÇÑËå Ýí ÇáÈÕÑå \A1;Hinge Slab,T-50exp.joint details \W4.16495; DESIGN DEPARTMENT \W8.93235; IN AUC \W4.11156; ST.13 \W0.74172; 21-6-2013 \W1.84560; Not to scale \W4.16495; DESIGN DEPARTMENT \W8.93235; IN AUC \W4.16495; DESIGN DEPARTMENT \W8.93235; IN AUC \A1;283.96m \A1;20.33m \A1;20.33m \A1;3.47m \A1;3.20m \A1;2.78m \A1;51.28m \A1;47.70m \A1;2.01m \A1;1.74m \A1;5.58m \A1;5.53m \A1;20.33m \A1;1.61m \A1;1.37m \A1;24.33m \A1;24.33m \A1;24.33m \A1;24.33m \A1;24.33m \A1;24.33m \A1;24.33m \A1;24.33m \A1;24.33m \A1;4.15m \A1;24.33m \A1;283.96m \A1;20.33m \A1;3.47m \A1;3.20m \A1;3.35m \A1;2.45m \A1;1.31m \A1;4.02m \A1;4.02m \A1;3.90m \A1;3.19m \A1;2.24m \A1;1.04m \A1;3.93m \A1;51.28m \A1;47.70m \A1;1.00m \A1;2.00m \A1;3.00m \A1;1.00m \A1;2.00m \A1;3.00m \A1;9.18m \A1;19.60m \A1;22.50m \A1;7.50m \A1;7.50m \A1;17.00m \A1;0.75m \A1;0.50m \A1;0.75m \A1;1.4650m \A1;0.4425m \A1;0.4425m \A1;3.88m \A1;19.58m \A1;24.24m Round About Road Road -0.035% 5.0% -5.0% 0.000% \A1;2.28m \A1;3.49m \A1;4.24m \A1;4.39m \A1;283.96m \A1;3.20m \A1;80.00m VC \A1;250.00m VC \A1;80.00m VC \A1;24.33m \A1;24.33m \A1;24.33m \A1;24.33m \A1;24.33m \A1;24.33m \A1;24.33m \A1;24.33m \A1;24.33m \A1;283.30m \A1;34.85m \A1;32.15m -5.000 0+000 0+100 0+200 0+300 0+400 0+500 0+600 0+700 0+800 -0.90 -0.86 -0.63 -0.87 -0.48 -0.53 -0.58 -0.53 -0.32 -0.45 -0.36 -0.31 -0.24 -0.23 -0.24 -0.25 -0.25 Round About Road Road DESIGN SPEED =70 Kph \A1;STA: 0+622.141 ELEV: -0.101 15.889 80.000000 25.000 250.000000 15.999 80.000000 -693.5699315487551 K = 15.889 A.D. = 5.035 PVI ELEV = -0.573 PVI STA = 0+208.410 LOW POINT STA = 0+168.967 LOW POINT ELEV = -0.559 BVCS: 0+168.410 BVCE: -0.559 EVCS: 0+248.410 EVCE: 1.427 -0.256 -0.035% -0.500 -0.518 -0.535 -0.553 -693.5699315487551 K = 25.000 A.D. = -10.000 PVI ELEV = 10.006 PVI STA = 0+420 HIGH POINT STA = 0+419.997 HIGH POINT ELEV = 6.881 BVCS: 0+295 BVCE: 3.756 EVCS: 0+545 EVCE: 3.756 4.001 5.901 6.801 6.701 5.601 5.0% 1.506 -693.5699315487551 K = 15.999 A.D. = 5.000 PVI ELEV = -0.101 PVI STA = 0+622.141 LOW POINT STA = 0+662.139 LOW POINT ELEV = -0.101 BVCS: 0+582.141 BVCE: 1.899 EVCS: 0+662.141 EVCE: -0.101 1.106 -0.055 -5.0% 3.506 0.000% -0.101 -0.101 -0.101 -693.5699315487551 -693.5699315487551 -693.5699315487551 -693.5699315487551 -693.5699315487551 -693.5699315487551 -693.5699315487551 -693.5699315487551 -693.5699315487551 \A1;Abutment \A1;Pier \A1;Pier \A1;Pier \A1;Pier \A1;Pier \A1;Pier \A1;Pier \A1;Abutment \A1;Pier \A1;Pier -693.569931548755 -693.5699315487551 -693.5699315487551 \A1;2.00m \A1;1.00m \A1;3.00m \A1;Ret.walls 46.90m \A1;3.00m \A1;2.00m \A1;1.00m \A1;3.47m \A1;Ret.walls 50.48m \A1;5.55m \A1;5.60m \A1;3.04m \A1;5.79m \A1;0.06m \A1;0.20m \A1;1.20m \A1;80.00m VC \A1;250.00m VC \A1;80.00m VC \A1;1.465m \A1;1.4650m \A1;1.4650m \A1;1.4650m \A1;1.4650m \A1;1.4650m \A1;1.4650m \A1;1.4650m \A1;1.4650m \A1;1.4650m \A1;7.50m \A1;7.50m \A1;17.00m \A1;1.4650m \A1;0.75m \A1;0.50m \A1;0.75m \A1;1.4650m \A1;0.4425m \A1;0.4425m \A1;1.465m \A1;1.4650m \A1;1.4650m \A1;1.4650m \A1;1.4650m \A1;1.4650m \A1;1.4650m \A1;1.4650m \A1;1.4650m \A1;1.465m \A1;1.465m \A1;1.465m \A1;1.465m \A1;1.465m \A1;1.465m \A1;1.465m \A1;1.465m \A1;1.465m \A1;1.465m \A1;1.465m \A1;1.465m \A1;1.465m \A1;1.465m \A1;1.465m \A1;1.465m \A1;1.465m \A1;1.465m \A1;1.465m \A1;1.465m \A1;1.465m \A1;1.465m \A1;H of column to be take from Bridge layout \A1;0.66m \A1;1.80m \A1;6.00m \A1;Var. \A1;0.60 \A1;16.60 \A1;3.20 \A1;3.20 \A1;0.60 \A1;1.40 \A1;0.60 \A1;2.00 \A1;0.60 \A1;1.40 \A1;1.40 \A1;1.40 \A1;1.40 \A1;1.40 \A1;1.40 \A1;1.40 \A1;1.40 \A1;1.40 \A1;1.40 \A1;1.80m \A1;17.20m \A1;0.80m \A1;6.00m \A1;2.60m \A1;2.00m \A1;0.60m \A1;0.60m \A1;1.20m \A1;1.20m \A1;1.80m \A1;0.80m \A1;3.20m \A1;16.60m \A1;1.20m \A1;1.40m \A1;1.40m \A1;1.40m \A1;1.40m \A1;1.40m \A1;1.40m \A1;1.40m \A1;1.40m \A1;1.40m \A1;1.40m \A1;1.40m \A1;0.60m \A1;0.60m \A1;1.20m \A1;1.20m \A1;7.50m \A1;7.50m \A1;17.00m \A1;0.75m \A1;0.50m \A1;0.75m \A1;1.465m \A1;1.465m \A1;1.465m \A1;1.465m \A1;1.465m \A1;1.465m \A1;1.465m \A1;1.465m \A1;1.465m \A1;1.465m \A1;1.465m \A1;H of column to be take from Bridge layout \A1;355 \A1;49 \A1;580 \A1;Var. \A1;280 \A1;60 \A1;170 -5276.554848658428 -5276.554848658428 -5276.554848658428 -5276.554848658428 -5276.554848658428 -5276.554848658428 Rubber Expansion Joint Type T-80 -5276.554848658428 f12@350c/c 4 All weld PL100x100x10 @350 \A1;L80x80x10 \A1;2f12 \A1;f12@350c/c \A1;2f12 4 All weld PL100x100x10 @350 \A1;7.50 \A1;35.00m \A1;11.00m \A1;11.00m \A1;11 \A1;11 \A1;7.50 \A1;0.50 \A1;0.75 \A1;0.75 \A1;35.02m \A1;35.01m \A1;35.00m \A1;35.00m \A1;35.00m \A1;35.01m \A1;35.00m \A1;1.10m \A1;1.10m \A1;35.00m \A1;35.00m \A1;1.10m \A1;1.10m \A1;35.00m \A1;1.10m \A1;35.00m \A1;35.00m \A1;35.00m \A1;35.00m \A1;R=35 \A1;R=40 \A1;R=60 \A1;R=32 \A1;(17.00/2)xVar.% \A1;(17.00/2)xVar.% \A1;0.250 \A1;0.250 \A1;0.800 \A1;0.300 \A1;0.500 \A1;0.600 \A1;3000 to 4000 \A1;1.200 \A1;0.450 \A1;0.450 \A1;2.100 \A1;0.600 \A1;100 blinding \A1;0.30 \A1;0.30 \A1;0.30 \A1;0.30 200 150\fTimes New Roman|b0|i0|c238|p18; Blinding Selected Material Fill \LTypical Section on wall @ Abu skhair BH2 Kufa BH3 f10cm Drain Pipe 5 m Spacing Impervios(Back Fill) Coated by Asphalt or Flint Coat Construction Joint fcu = 30\fTimes New Roman|b0|i0|c238|p18; N / mm2 fy \fTimes New Roman|b0|i0|c178|p18;\H1.083x;\U+2264\fTimes New Roman|b0|i0|c238|p18;\H0.9234x; 420 N / mm2 Acc. to ASTM A615 min. Cover = 60 mm min. Bearing Capacity under Foundation = 120 KN/mm2 Gravel or alternative Gravel 2% 500 5 200 100\fTimes New Roman|b0|i0|c238|p18; Blinding 95% Compacted Subbase Selected Material Fill \LTypical Section on wall @ Karbala BH4 f10cm Drain Pipe 5 m Spacing Impervios(Back Fill) Coated by Asphalt or Flint Coat Construction Joint Gravel or alternative Gravel 2% 500 5 95% Compacted Subbase Boulder 200 \A2;200 \A2;150\fTimes New Roman|b0|i0|c238|p18; Blinding \A2;500 \A2;Min 1500 Acc. soil report \A2;200 \A2;100\fTimes New Roman|b0|i0|c238|p18; Blinding \A2;500 \A2;Min 1000 Acc. soil report \A2;200 \A1;150\fTimes New Roman|b0|i0|c238|p18; Blinding \A1;500 70 50 60 60 50 15 35 110 35 70 220 125 Right angle 120 180 2400 122 70 15 122 15 122 300 Var. 80 30 300 760 60 40 80 Right angle \A1;2.60m \A1;0.20m \A1;0.200m \A1;0.55m \A1;0.55m \A1;0.20m \A1;0.20m \A1;1.20m \A1;1.20m \A1;7.50m \A1;7.50m \A1;17.00m \A1;(17.00/2)xVar.% \A1;0.55m \A1;0.55m \A1;0.20m \A1;0.20m \A1;0.75m \A1;0.50m \A1;0.75m \A1;17.20m \A1;0.20m \A1;0.200m 11 kV 100 KVA 380 V TR 1 150W 400W CABLE 250W H. P. MERCURY TO MDB .... NYCY 12x2.5 re/4 FROM MDB .... NYCY 12x2.5 re/4 SUPPLY CABLE 220/380 V FROM THE POWER STATION (FOR CROSS SECTIONS UP TO 120MM2) TERMINALS FOR SUPPLY CABLE TERMINALS FOR CONTROL CABLE 3 2 1 PE N L3 L2 L1 04 N 03 L2 02 N 01 L2 d1 H A0 e01 a0 a1 c1 4x25mm2 4x25mm2 4x25mm2 4x25mm2 25 25 25 25 16 25 16 25 16 16 25 e7 e6 e5 e4 e3 e2 e1 SPARE SPARE SPARE 14 14 14 14 TOTAL 28000 W 7000 7000 7000 7000 G F E D C B A Anchor Bolts f 25 x 700 mm f100 mm PVC pipes Base Plate 400x400 mm Thickness 10mm 40.0 15 Side Walk Deck Slab 5 60.0 30.0 INSTALL 250W MERCURY BULB R=30cm 40.0 SERVICE DUCT BRIDGE LIGHTING POST CONTACTOR ACCESS DOOR Deck Slab Side Walk STEEL PLATE WITH NUTS GALVANIZED STEEL POST 10cm DIA. WITH SLIGHT SLOPE TO TOP 60.0 Electric Cable Pole 8 m Height TRANSFORMER L1 L2 L1 L2 L1 L2 L1 L2 L1 L2 L1 L2 L1 L2 CABLE WAY "B" CABLE WAY "A" 5 5 5 5 5 5 5 \A1;40.0 \A1;15 \A1;30.0 \A1;60.0 \A1;30.0 \A1;40.0 \A1;60.0 46 48 48 48 48 46 284 \A1;R616.50m \A1;1.10m \A1;35.00m \A1;4°m \A1;4°m \A1;4°m \A1;4°m \A1;4°m \A1;4°m \A1;14.0m \A1;41.95m \A1;14.0m \A1;14.30m \A1;35.00m \A1;35.00m \A1;35.01m \A1;35.00m \A1;35.00m \A1;35.00m \A1;35.00m \A1;35.00m \A1;35.00m \A1;35.00m \A1;35.00m \A1;35.01m \A1;17.00m \A1;17.00m \A1;17.00m \A1;17.00m \A1;10° \A1;0.00m \A1;0.00m \A1;34.62m \A1;6.85m \A1;69.80m \A1;11.95m \A1;105.23m \A1;14.88m \A1;175.72m \A1;14.89m \A1;211.2m \A1;14.94m \A1;246.36m \A1;6.86m \A1;17.00m \A1;35.00m \A1;35.00m \A1;17.00m \A1;17.00m \A1;17.00m \A1;17.00m \A1;17.00m \A1;17.00m \A1;11° \A1;11° \A1;140.47m \A1;15.99m \A1;281.00m \A1;0.14m \A1;5° \A1;2° \A1;2° \A1;35.04m \A1;6° \A1;35.04m \A1;9° \A1;35.00m \A1;35.00m \A1;35.00m \A1;35.00m \A1;35.00m \A1;35.00m \A1;2.28m \A1;3.49m \A1;4.24m \A1;4.39m \A1;30.40m \A1;4.31m \A1;30.40m \A1;5.18m \A1;30.40m \A1;30.45m \A1;5.60m \A1;30.40m \A1;30.45m \A1;30.40m \A1;30.40m \A1;5.68m \A1;5.08m \A1;4.11m DRAWING TITLE: DRAWING NO. DATE: SCALE: DESIGN BY: CHECKED BY DRAWN BY CLIENT: 13-6-2013 ãÔÑæÚ ãÌÓÑ ÇáåÇÑËå Ýí ÇáÈÕÑå ãÎØØ ÇáãæÞÚ ÇáÚÇã 1 PEGCT PVGRID PEGCT PFGCT PEGC PEGL PEGR PFGC PGRID PGRIDT 2 3 50.00000000000000 50.00000000000000 50.00000000000000 4639.164277790100 519.0584301143353 -5.000000000000000 0.000000000000000 800.0009999999999 LEFT PEGLT PEGRT PDGL PDGR -5.000 0+000 0+100 0+200 0+300 0+400 0+500 0+600 0+700 0+800 -0.90 -0.86 -0.63 -0.87 -0.48 -0.53 -0.58 -0.53 -0.32 -0.45 -0.36 -0.31 -0.24 -0.23 -0.24 -0.25 -0.25 20.966 95.000000 31.915 300.000000 20.483 95.000000 95m VC K = 20.966 A.D. = 4.531 PVI ELEV = -0.166 PVI STA = 0+197.874 BVCS: 0+150.374 BVCE: -0.246 EVCS: 0+245.374 EVCE: 2.067 0.425 0.169% -0.500 -0.416 -0.331 -0.247 300m VC K = 31.915 A.D. = -9.400 PVI ELEV = 10.274 PVI STA = 0+420 HIGH POINT STA = 0+420 HIGH POINT ELEV = 6.749 BVCS: 0+270 BVCE: 3.224 EVCS: 0+570 EVCE: 3.224 4.493 5.982 6.687 6.608 5.747 4.102 4.70% 2.284 95m VC K = 20.483 A.D. = 4.638 PVI ELEV = -0.001 PVI STA = 0+638.618 BVCS: 0+591.118 BVCE: 2.232 EVCS: 0+686.118 EVCE: -0.030 1.833 0.311 -4.70% -0.062% -0.039 -0.070 -0.101 Round About Road Road DESIGN SPEED =80 Kph 243.2999999999984 24.32999999999993 24.32999999999993 24.32999999999993 24.32999999999993 24.32999999999993 24.32999999999993 24.32999999999993 24.32999999999993 24.32999999999993 24.32999999999993 5 5 5 5 5 5 5 5 5 5 5 5 5 \A1;Abutment \A1;Pier \A1;Pier \A1;Pier \A1;Pier \A1;Pier \A1;Pier \A1;Pier \A1;Pier \A1;Pier \A1;Abutment 86.00000000000182 5 5 1.400000000000546 1.400000000000546 1.400000000000091 1.400000000000091 1.400000000000091 1.400000000000091 1.400000000000091 1.400000000000091 1.400000000000091 1.400000000000091 0.5999999999971806 0.6000000000008185 5 5 2.599914213680222 5 5 5 5 5 1.799999999999955 \A1;2d16@250c/c \A1;3d25 E.F \A1;14d25 \A1;16d25 \A1;3d25 \A1;3d10 E.F \A1;25d25 \A1;d12@125 Spirel \A1;d25@200 c/c E.W \A1;3d25 E.F \A1;d25@200 c/c E.W \A1;25d25 5 \A1;Piers Reinforcement Details \A1;d12@125 Spirel 2.0 0.599999999999909 0.6000000000003638 5 Var. 5 5 5 5 5 5 \W6.69839; \A1;\U+00D8250x63mm Rubber Pad \W6.69839; \A1;\U+00D8350x137mm Concrete Pad \A1;Abutment1,2 Details Hand Railing Hand Railing 5 5 5 7.499999999999545 5 5 \A1;Var. \A1;Var. \A1;Var. \A1;2% \A1;2% \A1;2% 0.6000000000008185 5 3.200000000000045 3.199999999999818 0.5999999999980901 1.400000000000091 0.599999999999909 2.0 0.6000000000001364 1.400000000000091 1.400000000000091 1.400000000000091 1.400000000000091 1.400000000000091 1.400000000000091 1.400000000000091 1.400000000000091 1.400000000000091 1.400000000000091 5.0 5 1.550000000000182 1.550000000000182 1.550000000000182 1.550000000000182 1.550000000000182 1.550000000000182 1.550000000000182 1.550000000000182 1.550000000000182 1.550000000000182 0.7499999999995453 5 2.400000000000091 2.399999999999864 0.75 0.599999999999909 1.200000000000045 0.6000000000001364 1.550000000000182 5 1.550000000000182 1.550000000000182 1.549999999999727 1.550000000000182 1.550000000000182 1.550000000000182 1.550000000000182 1.550000000000182 0.7499999999995453 5 5 1.465000000000146 1.4650000000006 1.465000000000146 1.465000000000146 1.465000000000146 1.465000000000146 1.465000000000146 1.465000000000146 1.465000000000146 1.465000000000146 1.465000000000146 5 5 5 0.2999999999983629 0.2999999999983629 5 5 5 5 5 0.1999999999979991 0.0599999999994907 5 5 5 5 5 0.5 0.4500000000007276 0.6000000000003638 0.6000000000003638 0.5999999999994543 5 5 0.8000000000001819 100 Blinding Var. 5 1.199999999999591 5 1.199999999998909 0.6000000000003638 0.6000000000003638 5 5 5 d16@150c/c E.W,E.F 2d16 d16@150c/c E.W,E.F 5d25 d25@250c/c d25@250c/c 3d25 d25@200c/c d25@200c/c E.W d16@200c/c E.W d10@600c/c Clips \A1;Abutment1,2 Reinfrocement Details d16@200c/c L=1.5m d25@200c/c L=1.5m 25d25 25d25 \A1;3d25 E.F \A1;2d16 @150c/c \A1;\LAbutment Top View \A1;\LPile Cap top View \A1;\LAbutment front View \A1;\LAbutment front View \A1;Piers 1,2,3,4,5,7,8,9,10,11 Details \W6.69839; \A1;\U+00D8250x63mm Rubber Pad \W6.69839; \A1;\U+00D8350x137mm Concrete Pad \W8.16627; \A1;min Working load for piles=900kN \W8.19598; \A1;according to soil investigation \W8.15823; \A1;report \W8.16627; \A1;min Working load for piles=900kN \W8.19598; \A1;according to soil investigation \W8.15823; \A1;report 5 Var. (17.00/2)xVar.% A 12 200 Top 16 200 Bottom f f @ @ A 16 200 Bottom 12 200 Top @ f @ f Section A-A 12 @ 200 Both direction 16 @ 200 Both dir. 250 f 1 : 10 f 16 @ 200 f 5 LONGITUDINAL SECTION 100 Blinding 5 Approach Slab Reinforcement Detail 5000 \A1;\LPier front View \A1;\LPiles Cap Details \A1;\LPier Top View \A1;\LPier Side View 5 18d32 \A1;2d16@250c/c \A1;Pier Top Reinforcement Details \A1;d12@250c/c \A1;d12@160c/c \A1;d12@160c/c \A1;d12@225c/c \A1;d12@160c/c \A1;d12@160c/c \A1;d12@250c/c Slab Reinforcement details \A1;7d12 \A1;5d12 5 f16@250 f12@150c/c R\Leinf. of Hinge Slabof Hinge Slab Rubber Expansion Joint Type T-50 @Pier 5 5 500 5 200 80 275 \W8.60088; Rubber Expansion Joint \W8.59547; Type T-50@ Abutment 5 5 5 5 5 80 5 5 Abutment Bituminous Filler 0.75 0.75 2.0 5 0.2500000000004547 0.5000000000001137 100 blinding 0.5000000000001137 5 5 1000 to 2000 0.5000000000003411 \A2;compacted Subbase t=500 Min bearing capacity of soil=100kN/m2 \A2;d16@150 c/c E.W,E.F \A2;d16@150 c/c E.W \A2;d12@150 c/c E.W \A2;add.d16@150 c/c L=0.75 \A2;d12@150 c/c E.W \A2;Ret. wall details \A2;Ret. wall reinforcement details 5 \A2;d16@150 c/c E.W,E.F \A2;d16@150 c/c E.W \A2;d12@150 c/c E.W \A2;add.d16@150 c/c L=1.5m \A2;d12@150 c/c E.W \A2;Ret. wall reinforcement details 1.25 1.0 2.75 5 5 0.5 100 blinding 0.5 5 5 2000 to 3000 0.5000000000002274 \A2;Compacted Subbase t=500 Min bearing capacity of soil=100kN/m2 5 \A2;Ret. wall details \A2;d25@250 c/c E.W,E.F \A2;d25@150 c/c E.W \A2;d12@150 c/c E.W \A2;add.d16@150 c/c L=2.5m \A2;d12@150 c/c E.W \A2;Ret. wall reinforcement details 5 3.75 5 5 0.75 100 blinding 0.7500000000001421 5 5 3000 to 4000 0.7500000000004547 \A2;compacted Subbase t=500 5 \A2;Ret. wall details 1.375 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 \A1;d12@250c/c \A1;d12@225c/c \A1;14d25 \A1;16d25 -5.000 0+000 0+100 0+200 0+300 0+400 0+500 0+600 0+700 0+800 -0.90 -0.86 -0.63 -0.87 -0.48 -0.53 -0.58 -0.53 -0.32 -0.45 -0.36 -0.31 -0.24 -0.23 -0.24 -0.25 -0.25 Round About Road Road -0.256 -0.035% -0.500 -0.518 -0.535 -0.553 4.001 5.901 6.801 6.701 5.601 5.0% 1.506 1.106 -0.055 -5.0% 3.506 0.000% -0.101 -0.101 -0.101 283.9599999999996 20.32999999999993 20.32999999999993 5 5 2.777532906198633 51.27937789110956 5 5 5 -5.000 0+000 0+100 0+200 0+300 0+400 0+500 0+600 0+700 0+800 -0.90 -0.86 -0.63 -0.87 -0.48 -0.53 -0.58 -0.53 -0.32 -0.45 -0.36 -0.31 -0.24 -0.23 -0.24 -0.25 -0.25 Round About Road Road -0.256 -0.035% -0.500 -0.518 -0.535 -0.553 4.001 5.901 6.801 6.701 5.601 5.0% 1.506 1.106 -0.055 -5.0% 3.506 0.000% -0.101 -0.101 -0.101 24.32999999999993 24.32999999999993 24.32999999999993 24.32999999999993 24.32999999999993 24.32999999999993 24.32999999999993 24.32999999999993 24.32999999999993 5 5 5 5 283.9599999999991 20.32999999999993 20.32999999999993 5 3.199173557621179 5 5 5 5 4.020711295484398 3.903037146154975 3.193256527328595 2.237900904224898 1.042560097684918 5 51.27937789110911 5 5 5 5 5 5 5 5 5 9.177368171635408 19.59881004409453 22.50319967537962 Hand Railing Hand Railing 5 5 5 7.499999999999545 5 5 \A1;Var. \A1;Var. \A1;2% \A1;2% \A1;2% 1.465000000001965 0.4425000000001091 5 0.06 asphalt 0.20 Deck slab PP R.C Girder \A1;\LBridge cross section 5 19.58261137812087 24.23609283930182 Round About Road Road -0.035% 5.0% -5.0% 0.000% 5 3.488218984843002 4.242719450126742 4.391940024294399 5 5 2.000001557825954 5 3.000002336738817 Ret.walls <> 5 5 5 3.468589800045152 5 \A1;Abutment1 \A1;Abutment2 \A1;Pier1 \A1;Pier2 \A1;Pier3 \A1;Pier4 \A1;Pier7 \A1;H.S \A1;T-80 \A1;H.S \A1;H.S \A1;T-80 \A1;T-80 \A1;T-80 \A1;Bridge layout@ center line of bridge 5.548389271605629 5.598338424180383 \A1;Rat walls \A1;Rat walls \A1;Abutment1 \A1;Pier2 \A1;Pier3 \A1;Pier4 \A1;Pier5 \A1;Pier7 \A1;Abutment2 \A1;Pier1 \A1;H.S \A1;T-80 \A1;H.S \A1;H.S \A1;T-80 \A1;T-80 \A1;H.S \A1;H.S \A1;H.S 3.043212004913812 5 \A1;Bridge layout@ center line of bridge 5 5 5 DESIGN SPEED =70 Kph 15.889 80.000000 25.000 250.000000 15.999 80.000000 5 K = 15.889 A.D. = 5.035 PVI ELEV = -0.573 PVI STA = 0+208.410 LOW POINT STA = 0+168.967 LOW POINT ELEV = -0.559 BVCS: 0+168.410 BVCE: -0.559 EVCS: 0+248.410 EVCE: 1.427 250.00m VC K = 25.000 A.D. = -10.000 PVI ELEV = 10.006 PVI STA = 0+420 HIGH POINT STA = 0+419.997 HIGH POINT ELEV = 6.881 BVCS: 0+295 BVCE: 3.756 EVCS: 0+545 EVCE: 3.756 5 K = 15.999 A.D. = 5.000 PVI ELEV = -0.101 PVI STA = 0+622.141 LOW POINT STA = 0+662.139 LOW POINT ELEV = -0.101 BVCS: 0+582.141 BVCE: 1.899 EVCS: 0+662.141 EVCE: -0.101 1.465000000000146 1.465000000000146 1.465000000000146 1.465000000000146 1.465000000000146 1.465000000000146 1.465000000000146 1.465000000000146 1.465000000000146 1.464999999999236 \A1;Cast with side walks or using precast units Hand Railing Hand Railing 5 5 5 7.499999999999545 5 5 \A1;Var. \A1;Var. \A1;2% \A1;2% \A1;2% 1.465000000001965 0.4425000000001091 5 0.06 asphalt 0.20 Deck slab PP R.C Girder \A1;\LBridge cross section 1.465000000000146 1.465000000000146 1.465000000000146 1.465000000000146 1.465000000000146 1.465000000000146 1.465000000000146 1.465000000000146 1.465000000000146 1.464999999999236 0.06 asphalt 0.20 Deck slab PP R.C Girder 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 H of column to be take from Bridge layout 5 1.400000000000546 1.400000000000546 1.400000000000091 1.400000000000091 1.400000000000091 1.400000000000091 1.400000000000091 1.400000000000091 1.400000000000091 1.400000000000091 0.5999999999971806 0.6000000000008185 5 5 2.600628385605887 2.0 0.599999999999909 0.6000000000003638 5 Var. 5 5 5 5 5 5 \W6.69839; \A1;\U+00D8250x63mm Rubber Pad \W6.69839; \A1;\U+00D8350x137mm Concrete Pad 0.6000000000008185 5 3.200000000000045 3.199999999999818 0.5999999999980901 1.400000000000091 0.599999999999909 2.0 0.6000000000001364 1.400000000000091 1.400000000000091 1.400000000000091 1.400000000000091 1.400000000000091 1.400000000000091 1.400000000000091 1.400000000000091 1.400000000000091 1.400000000000091 \A1;Pier 6 Details \W8.16627; \A1;min Working load for piles=900kN \W8.19598; \A1;according to soil investigation \W8.15823; \A1;report \A1;\LPier front View \A1;\LPiles Cap Details \A1;\LPier Top View \A1;\LPier Side View 5 5 1.799999999999955 \W6.69839; \A1;\U+00D8250x63mm Rubber Pad \W6.69839; \A1;\U+00D8350x137mm Concrete Pad 5 5 5 5 Hand Railing Hand Railing 5 5 5 7.499999999999545 5 5 \A1;Var. \A1;Var. \A1;Var. \A1;2% \A1;2% \A1;2% 5 5 5 5 5 5 5 5 5 5 5 H of column to be take from Bridge layout \W6.69839; \A1;\U+00D8250x63mm Rubber Pad \W6.69839; \A1;\U+00D8350x137mm Concrete Pad ÓæÞ ÇáßÑãÉ R=35 R=40 R=60 R=32 0 000 0 050 0 100 0 150 0 200 0 250 0 300 0 350 0 500 0 550 0 600 0 650 0 700 0 750 0 800 TS = 0+127.243 SC = 0+227.243 CS = 0+523.876 ST = 0+623.876 5 5 11 11 7.50 7.50 0.50 0.75 0.75 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 \A1;Pier2 \A1;Pier3 \A1;Pier4 \A1;Pier5 \A1;Pier6 \A1;Pier7 \A1;Abutment1 \A1;Abutment2 5 5 5 5 5 \A1;Pier1 \A1;Bridge Top view 4% 4% 4% 4% 4% 4% 4% 4% 4% 4% 4% 3.60% 3.20% \A1;drainage \A1;drainage \A1;drainage \A1;drainage \A1;drainage \A1;drainage \A1;drainage \A1;drainage \A1;drainage \A1;drainage \A1;drainage \A1;drainage \A1;drainage \A1;drainage (17.00/2)xVar.% (17.00/2)xVar.% 5 5 5 5 5 5 3000 to 4000 5 5 5 2.099999999999454 5 100 blinding 5 5 5 5 \A1;(300x300)mm piles @2000c/c \A1;(300x300)mm piles @2000c/c 150\fTimes New Roman|b0|i0|c238|p18; Blinding Selected Material Fill \LTypical Section on wall f10cm Drain Pipe 5 m Spacing Impervios(Back Fill) Coated by Asphalt or Flint Coat Construction Joint Gravel or alternative Gravel 2% 500 2.599999999987631 5 5 0.5487448390913414 0.5499999999999545 0.1999999999998181 5 5 5 Hand Railing Hand Railing 5 5 5 7.499999999999545 5 5 \A1;Var. \A1;Var. \A1;Var. \A1;2% \A1;2% \A1;2% (17.00/2)xVar.% 0.5487448390913414 0.5499999999999545 0.1999999999998181 5 5 5 5 5 5 5 5 5 5 5 5 5 13.99110538619152 41.9545260140344 14.02722500981508 14.30267878821155 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 34.62m 6.85m 69.80m 11.95m 105.23m 140.47m 5 5 5 \A1;Bridge Box Girder \A1;Pier1 \A1;Pier2 \A1;Pier3 \A1;Pier4 \A1;Pier5 \A1;Pier6 \A1;Pier7 \A1;Abutment1 \A1;Abutment2 4% 3.20% 4% 4% 4% 4% 4% 4% 4% 5 5 14.88m 175.72m 14.89m 5 5 211.2m 14.94m 5 5 246.36m 6.86m 5 5 35.0 35.0 35.0 \A1;35.2m Road 5 3.488218984843002 4.242719450126742 4.391940024294399 \A1;Pier5 \A1;Pier4 \A1;H.S \A1;T-80 35.0 35.0 35.0 \A1;35.2m \A1;Pier6 \A1;H.S 30.40000000000009 4.314519480393869 30.40000000000055 5.178750254904504 30.40000000000009 30.44999999999891 5.599034282662751 \A1;T-80 \A1;H.S 30.39999999999964 30.400000000001 30.40000000000009 30.44999999999891 5 5.075708865914715 4.106108076476028 \A1;Pier8 \A1;Pier9 \A1;Pier6 \A1;H.S \A1;H.S ãÔÑæÚ ÌÓÑ ÇáåÇÑËå Ýí ÇáÈÕÑå Al-Hartha Bridge Project in Basra Province Al-Muthanna University Design Dept. Al-Dayer United Design Dept. DESIGN BY CHECKED BY DRAWING BY AUC - DESIGN DEPT. AUC - DESIGN DEPT. AUC - DESIGN DEPT. DRAWING NO: DATE: SCALE JUNE 2014 1UNIT:1CM BASRA BAGHDAD \A1;190.0 \A1;85.0 \A1;55.0 \A1;55.0 \A1;20.0 \A1;25.0 \A1;60.0 \A1;60.3 \A1;282.5 \A1;282.5 \A1;368.0 \A1;340.0 \A1;190.0 \A1;R60.5 \A1;R50.0 \A1;R60.5 \A1;R60.5 \A1;R50.0 \A1;R60.5 \A1;R50.0 \A1;3500.0 \A1;30.0 \A1;1700.0 \A1;90.5 \A1;25.0 \A1;20.0 \A1;110.0 \A1;20.0 \A1;25.0 \A1;200.0 \A1;725.0 \A1;20.0 \A1;20.0 \A1;20.0 \A1;20.0 \A1;20.0 \A1;20.0 Typical \A1;20.0 \A1;190.0 \A1;106.0 \A1;87.0 \A1;106.0 \A1;Fillet d 10cm (Typical) \A1;100.0 \A1;125.0 \A1;125.0 \A1;125.0 \A1;125.0 \A1;125.0 \A1;125.0 \A1;125.0 \A1;125.0 \A1;125.0 \A1;125.0 \A1;125.0 \A1;125.0 \A1;100.0 \A1;190.0 \A1;1700.0 \A1;240 \A1;215.0 \A1;190.0 \A1;85.0 \A1;55.0 \A1;55.0 \A1;20.0 \A1;25.0 \A1;60.0 \A1;60.3 \A1;282.5 \A1;282.5 \A1;500.0 \A1;460.0 \A1;80.0 \A1;3500.0 \A1;30.0 \A1;215.0 \A1;460.0 \A1;1700.0 \A1;595.0 \A1;120.0 \A1;170.0 \A1;595.0 \A1;300.0 \A1;170.0 \A1;370.5 \A1;342.6 \A1;163.1 \A1;170.0 \A1;370.5 \A1;170.0 \A1;321.7 \A1;370.5 \A1;342.6 \A1;170.0 \A1;300.0 \A1;170.0 \A1;504.0 \A1;170.0 \A1;300.0 \A1;170.0 \A1;370.5 \A1;342.6 \A1;156.1 \A1;573.0 \A1;80.0 \A1;798.1 \A1;29.9 \A1;798.3 \A1;79.8 \A1;798.3 \A1;30.0 \A1;798.1 \A1;80.0 \A1;80.0 \A1;30 \A1;800 \A1;80 \A1;800 \A1;30 \A1;800 \A1;80 \A1;800 \A1;80 \A1;3500 \A1;206 \A1;470 \A1;55 \A1;283 \A1;85 \A1;283 \A1;55 \A1;264 \A1;206 \A1;210 \A1;100 \A1;210 \A1;100 \A1;340 \A1;383.0 \A1;99.7 \A1;118.3 \A1;158.0 \A1;105.3 \A1;105.3 \A1;105.3 \A1;158.0 \A1;158.0 \A1;105.3 \A1;105.3 \A1;105.3 \A1;158.0 \A1;118.3 \A1;99.7 \A1;150.0 \A1;160.0 \A1;150.0 \A1;1700.0 \A1;100.0 \A1;50.0 \A1;200.0 \A1;150.0 \A1;17m Existed Width of the street \A1;250.0 \A1;600.0 \A1;100.0 \A1;20.0 \A1;1700 \A1;170.0 \A1;491.5 \A1;300.0 \A1;170.0 \A1;170.0 \A1;491.5 \A1;321.7 \A1;170.0 \A1;170.0 \A1;491.5 \A1;321.7 \A1;170.0 \A1;170.0 \A1;491.5 \A1;321.7 \A1;170.0 \A1;17M \A1;155.0 \A1;125.0 \A1;95.0 \A1;175.0 \A1;10.0 \A1;\U+220535.0 \A1;183.2 \A1;595.0 \A1;\U+220535.0 \A1;95.0 \A1;155.0 \A1;30.0 \A1;30.0 \A1;95.0 \A1;175.0 \A1;29.5 \A1;30.0 \A1;150.0 \A1;110.0 \A1;20.0 \A1;20.0 \A1;20.0 \A1;20.0 \A1;140.0 \A1;150.0 \A1;55.0 \A1;55.0 \A1;47.5 \A1;52.5 \A1;250.0 \A1;120 \A1;150.0 \A1;100.0 \A1;340.0 \A1;90.0 \A1;120.0 \A1;42.5 \A1;50.0 \A1;224.5 \A1;21.8 \A1;197.5 \A1;142.5 \A1;185.0 \A1;90.0 \A1;185.0 \A1;460.0 \A1;1700 \A1;70.7 \A1;30.1 \A1;340.0 \A1;Up to 340.0 \A1;40.0 \A1;30.0 \A1;120.0 \A1;40.0 \A1;280.0 \A1;24.1 \A1;55.0 \A1;100.0 \A1;1700.0 \A1;291.0 \A1;87.0 \A1;106.0 \A1;106.0 \A1;87.0 \A1;30.0 \A1;20.0 \A1;32.1 \A1;2° \A1;195.0 \A1;20.0 \A1;190.0 \A1;2° \A1;291.0 \A1;366.0 \A1;366.0 \A1;291.0 \A1;1314.0 \A1;87.0 \A1;1700.0 \A1;20.0 \A1;20.0 \A1;30.0 \A1;30.0 \A1;142.5 \A1;383.0 \A1;504.0 \A1;573.0 \A1;460.0 \A1;150.0 \A1;160.0 \A1;150.0 \A1;1700.0 \A1;100.0 \A1;125.0 \A1;125.0 \A1;125.0 \A1;125.0 \A1;125.0 \A1;125.0 \A1;125.0 \A1;125.0 \A1;125.0 \A1;125.0 \A1;125.0 \A1;125.0 \A1;100.0 \A1;1700.0 \A1;150.0 \A1;160.0 \A1;150.0 \A1;60.0 \A1;131.7 \A1;131.7 \A1;131.7 \A1;131.7 \A1;131.7 \A1;131.7 \A1;131.7 \A1;131.7 \A1;131.7 \A1;131.7 \A1;131.7 \A1;131.7 \A1;60.0 \A1;60.0 \A1;120.0 \A1;60.0 \A1;240.0 \A1;1700.0 \A1;595.0 \A1;120.0 \A1;183.2 \A1;240.0 \A1;1700.0 \A1;215.0 \A1;130.0 Typical Section in Foundation 5 5 5 5 5 5 5 5 5 5 5 5 Box Girder 215cm hight Girder Box 190cm high 5 5 5 5 5 5 5 5 5 5 Abutment 1 T-80 Pier 1 H.S See Detail 1 Pier 2 T.80 See Detail 2 Pier 3 H.S See Detail 3 Pier 4 T.80 See Detail 4 Pier 5 H.S See Detail 3 Pier 6 H.S See Detail 2 Pier 7 H.S See Detail 1 Abutment 2 T-80 5 5 5 5 5 5 5 Typical Section in Foundation 5 5 5 5 Plan View Foundation - Pier 6 5 5 Detail 4 PIER 4- DETAILS OF CONCRETE COLUMN 5 5 5 5 5 5 5 5 5 Detail 1 PIER 1&7 DETAILS OF CONCRETE COLUMN 5 5 5 5 5 Detail 2 PIER 2&6 DETAILS OF CONCRETE COLUMN 5 5 5 5 5 5 5 5 Detail 3 PIER 3&5 DETAILS OF CONCRETE COLUMN 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 BRIDGE LAYOUT CENTER LINE OF BRIDGE 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 Detail 6 ABUTMENT 1 & 2 DETAILS SECTION 5 Detail 6 ABUTMENT 1 & 2 DETAILS- LONGITUDINAL SECTION 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 17m Existed Width of the street 5 5 ÌÇäÈ ÇááØíÝ ÌÇäÈ ÓæÞ ÇáßÑãå Detail 6 ABUTMENT 1 & 2 DETAILS SECTION 5 5 1700 \W6.81800; \U+0645\U+062D\U+0627\U+0641\U+0638\U+0629 \U+0627\U+0644\U+0628\U+0635\U+0631\U+0647 - \U+0645\U+062F\U+064A\U+0631\U+064A\U+0629 \U+0627\U+0644\U+0639\U+0642\U+0648\U+062F \U+0627\U+0644\U+062D\U+0643\U+0648\U+0645\U+064A\U+0647 \W0.89415; \U+0645\U+0634\U+0631\U+0648\U+0639 \U+062A\U+0635\U+0645\U+064A\U+0645 \U+0648 \U+062A\U+0646\U+0641\U+064A\U+0630 \U+0645\U+062C\U+0633\U+0631 \U+0641\U+064A \U+0645\U+0646\U+0637\U+0642\U+0629 \U+0627\U+0644\U+0633\U+0648\U+0642 \W0.89415; \U+0641\U+064A \U+0646\U+0627\U+062D\U+064A\U+0647 \U+0627\U+0644\U+0647\U+0627\U+0631\U+062B\U+0647 \W5.96951; 17mx280m \W8.08671; AL-HARTHA BRIDGE ENGINEERING & CONSTRUCTION OF 17X280m \W6.95956; Al-Dayer United Company \W7.56867; Basrah - Khur Al-Zubair \W6.71898; Design & Construction Drawing Set \W8.34854; June 2014 A A B B Section A-A Section B-B 5 5 5 5 Section B-B 5 5 Section A-A 5 5 A A B B Section B-B 5 5 Section A-A 5 5 Section B-B 5 5 5 5 A A B B A A B B 17M 5 5 5 5 5 5 Pipe Connect - Utilities PILE CAP ( RAFT ) FOUNDATION DETAILS 5 5 5 Pipe Connect - Utilities 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 120 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 1700 5 5 5 Up to <> 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 AREA OF SECTION= AREA = 8.1776 m² 5 5 5 5 5 5 5 <> Typical 5 5 5 5 5 5 5 5 5 5 5 5 5 5 Fillet d 10cm (Typical) Reinforced Concrete Box Girder Bridge Typical Section 5 5 5 5 5 5 3 D shape of 35m area ARCH-01 ARCH-02 5 5 5 5 5 ARCH-09 5 5 5 5 5 5 5 5 5 5 5 5 5 5 Pile Distribution Plan ARCH-10 ARCH-11 ARCH-12 ARCH-13 ARCH-17 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 ARCH-09 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 Plan View Foundation - Pier 6 5 5 5 5 5 5 ARCH-19 240 5

Language	English
Drawing Type	Section
Category	Construction Details & Systems
Additional Screenshots
File Type	dwg
Materials	Concrete, Steel
Measurement Units
Footprint Area
Building Features	Deck / Patio
Tags	adobe, autocad, bausystem, box, bridge, bridges, cells, concrete, construction system, covintec, Design, drawing, DWG, earth lightened, erde beleuchtet, girder, losacero, plywood, reinforced, section, sperrholz, stahlrahmen, steel framing, système de construction, terre s