Bridge Aqueduct In Concrete DWG Section for AutoCAD

Detail of bridge aqueduct – Section of beam and details of supports

Drawing labels, details, and other text information extracted from the CAD file (Translated from Spanish):

total, Coating cm, Fc, concrete, volume, diameter, length, weight, total, diameter, position, diagram, Var, Var, quantity, Unitary, total, weight, Unit., length, Structural drawing, design, Approved, date:, version:, I recommend, Co-financed by the Federal Republic of Germany, Wastewater, Sucre ii project, Structural plant iron sheet, Kreditanstalt fur wiederaufbau, consortium, Kfw, flat, Ing. Rene padilla l., Ing. Augusto calvimontes, Ing. to. Zealous, Esc. Indicated, Ing. D. Kopitopoulos, Local drinking water company, Sucre sewer, Reservoir, Through the, variable, its T, its T, its T, Column of, kind, Shoe of, kind, Flexible seal, structure, between, length, height of, dimensions, section, Cameras, Of the stretch, the spine, Shoe, column, kind, armor, column, position, Coating cm, Fc, length, total, volume, concrete, Unitary, diagram, diameter, quantity, variable, total, weight, Unit., total, diameter, length, weight, Var, its T, position, Var, Fc, total, concrete, Coating cm, volume, diameter, length, weight, Unit., diagram, quantity, length, Unitary, diameter, total, weight, Column of, kind, Shoe of, kind, dilatation meeting, its T, its T, T.c., Filling material, T.c., position, Var, Fc, total, concrete, Coating cm, volume, diameter, length, weight, Unit., diagram, quantity, length, Unitary, diameter, total, weight, Cement tube mm, variable, Column of, kind, Shoe of, kind, dilatation meeting, structure, between, length, height of, dimensions, section, Cameras, Of the stretch, the spine, Shoe, column, kind, armor, column, position, Coating cm, Fc, length, total, volume, concrete, Unitary, diagram, diameter, quantity, total, weight, Unit., total, diameter, length, weight, T.c., Filling material, T.c., its T, its T, Var, its T, Pipe fittings, its T, kind, kind, Base of cyclopean type concrete, H type, Join with, Asphalt carton, its T., Longitudinal profile, Esc., detail, Longitudinal reinforcement, Esc., Shoe type, Esc., Section A’, Esc., detail, Esc., cross section, Esc., Transverse reinforcement, Esc., Armor sheet, yam

Raw text data extracted from CAD file:

\A1;0.80 \A1;0.15 \A1;0.15 \A1;0.40 \A1;400.00 \A1;0.20 \A1;650.00 \A1;250.00 \A1;1.40 \A1;0.20 \A1;800.00 \A1;3650.00 \A1;350.00 \A1;0.60 \A1;600.00 \A1;600.00 \A1;1.80 \A1;0.35 \A1;3650.00 \A1;800.00 \A1;200.00 \A1;VARIABLE 2.5 – 4.50 \A1;0.55 \A1;300.00 \A1;550.00 \A1;1.40 \A1;0.60 \A1;0.25 \A1;0.15 \A1;0.65 \A1;0.12 \A1;0.40 \A1;0.10 \A1;0.15 \A1;0.30 \A1;1.00 \A1;0.30 \A1;VARIABLE \A1;7500.00 39.96 2.40 5.59 11.72 25.28 TOTAL Recubrimiento = 1.5 – 2.0 cm F’c = 210 Kg/cm2 Fy = 4200 Kg/cm2 HORMIGON 10 DE 6.61 m3 VOLUMEN 12 16 4 10 13 12 11 8 4 8 14 4 15.00 2.00 0.75 1.20 0.30 0.75 0.30 0.50 0.50 0.12 0.10 0.76 0.10 15.00 6 180.00 0.222 8 6 0.888 0.624 10 10 12 16 1.12 8.96 2.00 3.30 13.2 16.00 1.58 0.96 3.84 0.624 (mm) DIAMETRO 42.80 26.71 231.30 205.40 16.00 25.28 203.06 LONGITUD 556.71 79.80 (kg) PESO 123.59 (m) 96.90 35.09 54.34 18.72 79.80 18.91 29.63 2.1.13 21.31 TOTAL (Kg) DIAMETRO d (mm) POSICION DIAGRAMA 16 14 71 71 71 2 4 16 1.30 0.20 0.20 1 2 3 4 5 6 7 8 9 0.20 0.20 1.10 0.40 var 5.57 0.50 0.21 0.15 15.0 0.51 0.76 0.45 0.09 0.15 0.30 0.30 0.30 0.15 0.13 0.76 0.10 0.10 0.15 15.0 0.15 0.15 0.60 0.35 0.30 0.30 var 5.57 CANTIDAD 104 1.50 1.70 1.88 1.20 2.86 15.00 15.30 1.52 6.82 UNITARIA (m) 12 6 12 10 12 12 8 6 6 TOTAL (m) PESO UNIT. (kg/m) 109.12 158.08 61.20 30.00 203.06 85.20 133.48 23.80 24.00 0.222 0.888 0.888 0.888 0.393 0.222 0.222 0.888 0.624 LONGITUD \A1;200.00 L A P A S DIBUJO ESTRUCTURAL DISEÑO APROBO FECHA: 31.05.98 Versión: 1 RECOMENDO COFINANCIADO POR LA REPUBLICA FEDERAL DE ALEMANIA AGUA POTABLE-ALCANTARILLADO-TRATAMIENTO DE AGUAS SERVIDAS PROYECTO SUCRE II PLANTA ESTRUCTURAL Y PLANILLA DE FIERROS KREDITANSTALT FUR WIEDERAUFBAU CONSORCIO KfW PLANO N° : Ing. René Padilla L. : Ing. Augusto Calvimontes : Ing. A. Zelada ESC. INDICADA : Ing. D. Kopitopoulos 3.11.002 EMPRESA LOCAL DE AGUA POTABLE Y ALCANTARILLADO DE SUCRE RESERVORIO R5 A TRAVES DEL \A1;\U+22050.20 \A1;0.10 0.0 5 0.0 5 5 0.0 0.0 5 5 5 VARIABLE 6d6 est d6c/14 2d12 2d16 est d8c/18 est d6c/14 4d6 1 2 3 4 5 6 6d16 7 est d6c/20 8 d12c/20 9 d12c/20 9 COLUMNA DE H°A° H° TIPO H21 ZAPATA DE H°A° H° TIPO H21 JUNTA FLEXIBLE 5 ESTRUCTURA ENTRE LONGITUD ALTURA DE DIMENSIONES SECCION 1 6005 – 6006 85.00 1.50 A 2.50 1.00 x 1.00 20 x 30 4 d 16 CAMARAS DEL TRAMO LA COLUMNA ZAPATA COLUMNA TIPO 2 3 4 6006 – 6007 6007 – 6008 6009 – 6010 70.00 45.00 42.50 2.50 A 3.50 3.50 A 4.20 3.50 A 2.80 1.20 x 1.20 1.50 x 1.50 1.20 x 1.20 20 x 30 25 x 35 20 x 30 ARMADURA COLUMNA 4 d 16 6 d 16 4 d 16 POSICION Recubrimiento = 2.0 cm F’c = 210 Kg/cm2 1940.41 953.79 LONGITUD 6801.30 1144.20 TOTAL Fy = 4200 Kg/cm2 65.10 m3 VOLUMEN HORMIGON DE 7.85 7.85 0.80 1.65 0.94 3.55 0.66 1.50 1.54 7.45 UNITARIA (m) DIAGRAMA DIAMETRO d (mm) CANTIDAD 60 60 136 408 544 136 1620 1620 1260 360 16 8 6 6 6 12 6 16 6 12 7.45 0.20 0.20 0.61 0.11 0.20 variable (1 a 1.50) 0.20 1 2 3 4 5 6 7 8 9 10 TOTAL (m) PESO UNIT. (kg/m) TOTAL (Kg) 2682.00 1940.40 2430.00 1069.20 482.80 511.36 673.20 108.80 471.00 471.00 0.393 0.888 1.58 595.40 762.58 539.46 237.36 762.82 113.52 597.80 24.15 418.25 744.18 0.222 1.58 0.222 0.888 0.222 0.222 0.222 (mm) DIAMETRO 16 8 6 12 LONGITUD 1507.00 762.58 (kg) PESO 1509.89 1016.05 (m) 0.20 0.20 7.45 7.45 0.10 0.61 0.10 0.09 0.21 0.07 0.10 0.30 var 1.50 a 4.20 0.26 0.16 0.10 0.15 0.50 0.15 6d16 7 5 10 2d6 2d16 est d8c/18 4 1 6d6 3 5 5 \A1;0.70 \A1;1.20 \A1;0.70 \A1;1.20 \A1;10.00 \A1;1.80 \A1;1.40 \A1;0.20 POSICION 18 4 12 2.95 11.80 15 0.40 0.56 0.11 17 16 0.20 0.50 0.30 0.11 0.20 0.80 0.50 0.20 16 4 8 10 12 12 1.11 0.96 1.41 11.28 15.36 4.44 0.10 9.95 9.95 1.00 0.16 0.40 1.05 1.05 9.95 12 14 13 1.20 0.70 0.30 0.30 1.36 11 9 10 0.20 0.20 0.16 1.36 16 136 4 4 0.20 0.20 4 51 4 4 0.30 var 4.85 4.85 0.30 0.30 4.85 0.37 8 7 6 1.36 0.50 0.20 0.55 0.26 0.76 0.11 0.10 0.70 5 3 4 0.50 0.20 51 64 51 4 8 8 9.95 6 6 12 2.45 3.68 16 20 6 6 10.35 0.80 3.14 159.20 14.72 9.80 160.14 41.40 41.40 6 6 8 1.95 4.50 1.36 10 16 20 5.15 5.15 5.15 87.04 229.50 99.45 41.20 41.20 20.6 10.48 0.888 4.43 9.58 3.94 0.624 0.888 0.888 F’c = 210 Kg/cm2 TOTAL 65.10 m3 HORMIGON Fy = 4200 Kg/cm2 Recubrimiento = 2.0 cm 35.55 129.99 65.41 13.07 8.70 35.34 0.222 0.888 0.888 1.58 0.222 0.222 3.140 VOLUMEN DE 129.37 65.09 12.85 19.32 90.19 22.08 0.222 0.222 0.393 0.624 1.58 3.140 20 10 12 16 DIAMETRO 6 8 (mm) 82.60 35.95 113.34 82.59 259.36 22.43 100.65 130.50 LONGITUD (m) 505.81 229.49 PESO (kg) 112.29 90.19 UNIT. (kg/m) DIAGRAMA 0.20 0.20 1 2 1.70 1.30 0.20 0.20 16 20 CANTIDAD LONGITUD UNITARIA (m) 12 12 d (mm) DIAMETRO 2.10 1.70 34.00 33.60 TOTAL (m) TOTAL (Kg) 29.84 30.19 PESO 0.888 0.888 0.0 470.550026737772 443.4682758629606 0.0 5 470.550026737772 5 5 -320.5195663095474 0.0 5 5 5 88.6800479143385 5 5 88.6800479143385 5 5 5 5 0.0 84.0607332820764 5 5 84.0607332820764 -428.9856013405224 2d20 3 d12c/20 1 d12c/20 2 COLUMNA DE H°A° H° TIPO H21 ZAPATA DE H°A° H° TIPO H21 JUNTA DE DILATACION 5 1d10 2d16 4 est d6c/30 6 est d6c/30 6 1 d12c/20 d12c/20 2 2d12 13 12 16d6 d6c/20 8 d6c/20 9 7 est.d8c/20 4 2x2d16 2x2d20 3 15 2x1d12 14 2x1d12 5 5 est.d8c/20 7 2x2d12 16 8d10 17 2x2d12 18 2x2d12 16 0.0 8d10 2x1d12 2x2d12 18 17 0.0 14 est.d8c/20 7 2x1d12 15 121.011144381162 4d20 10 4d16 11 5 5 T.C. d 400 – 800 MATERIAL DE RELLENO T.C. d 400 – 800 5 16d6 12 4d20+4d16 10 11 d6c/20 9 POSICION 18 4 10 2.42 9.68 15 0.30 0.56 0.11 17 16 0.20 0.50 0.30 0.09 0.13 0.60 0.50 0.20 16 4 8 10 10 10 1.11 0.96 1.12 8.96 15.36 4.44 0.10 9.95 9.95 0.60 0.20 0.30 0.72 0.72 9.95 12 14 13 1.20 0.70 0.20 0.20 0.76 11 9 10 0.20 0.20 0.11 0.76 16 4 4 4 0.20 0.20 3 51 4 4 0.30 var 3.00 3.00 0.30 0.30 3.00 0.30 8 7 6 0.76 0.34 0.10 0.33 0.26 0.51 0.09 0.10 0.45 5 3 4 0.34 0.10 51 26 51 4 8 8 9.95 6 10 12 1.92 2.36 12 20 6 10.35 10.35 1.84 159.20 9.44 7.68 93.84 41.40 31.05 6 6 8 1.21 2.86 1.22 12 12 16 3.30 3.30 3.30 31.72 145.86 61.71 26.40 26.40 13.20 6.04 0.624 5.59 9.58 2.77 0.624 0.624 0.624 F’c = 210 Kg/cm2 TOTAL 3.183 m3 HORMIGON Fy = 4200 Kg/cm2 Recubrimiento = 2.0 cm 20.83 129.99 27.57 8.38 4.79 35.34 0.222 0.624 0.888 0.888 3.14 0.222 3.140 VOLUMEN DE 41.71 23.44 11.72 7.04 57.32 13.70 0.222 0.222 0.393 0.888 0.888 1.580 20 10 12 16 DIAMETRO 6 8 (mm) 41.4 46.11 114.88 26.40 129.99 28.77 102.01 41.71 LONGITUD (m) 346.44 145.85 PESO (kg) 76.91 57.32 UNIT. (kg/m) DIAGRAMA 0.20 0.20 1 2 1.05 1.05 0.20 0.20 12 12 CANTIDAD LONGITUD UNITARIA (m) 12 12 d (mm) DIAMETRO 1.45 1.45 17.40 17.40 TOTAL (m) TOTAL (Kg) 15.45 15.45 PESO 0.888 0.888 Tubo de cemento 300 mm \A1;0.55 \A1;0.40 \A1;150.00 \A1;0.80 \A1;0.20 \A1;1950.00 \A1;350.00 \A1;0.30 \A1;500.00 \A1;300.00 \A1;1.10 \A1;0.35 \A1;1950.00 \A1;500.00 \A1;200.00 \A1;VARIABLE 2.5 – 4.00 \A1;0.55 \A1;300.00 \A1;550.00 \A1;1.40 \A1;0.60 \A1;0.70 \A1;1.20 \A1;0.70 \A1;1.20 \A1;10.00 \A1;1.10 \A1;1.10 \A1;0.50 \A1;0.12 \A1;100.00 \A1;360.00 \A1;100.00 \A1;120.00 \A1;0.13 \A1;0.13 \A1;0.15 \A1;0.15 0.0 -250.0 5 -184.2340380007954 0.0 5 5 2000.0 5 5 2000.0 2000.0 5 5 5 VARIABLE 2.5 – 4.00 2084.060733282076 5 5 2084.060733282076 -1951.854253907615 2d20 3 d12c/20 1 d12c/20 2 COLUMNA DE H°A° H° TIPO H21 ZAPATA DE H°A° H° TIPO H21 JUNTA DE DILATACION ESTRUCTURA ENTRE LONGITUD ALTURA DE DIMENSIONES SECCION 1 6005 – 6006 85.00 1.50 A 2.50 1.00 x 1.00 20 x 30 4 d 16 CAMARAS DEL TRAMO LA COLUMNA ZAPATA COLUMNA TIPO 2 3 4 6006 – 6007 6007 – 6008 6009 – 6010 70.00 45.00 42.50 2.50 A 3.50 3.50 A 4.20 3.50 A 2.80 1.20 x 1.20 1.50 x 1.50 1.20 x 1.20 20 x 30 25 x 35 20 x 30 ARMADURA COLUMNA 4 d 16 6 d 16 4 d 16 POSICION Recubrimiento = 2.0 cm F’c = 210 Kg/cm2 229.49 113.34 LONGITUD 505.81 35.95 TOTAL Fy = 4200 Kg/cm2 7.851 m3 VOLUMEN HORMIGON DE 2.10 1.70 10.35 3.14 1.95 4.50 1.36 5.15 5.15 5.15 UNITARIA (m) DIAGRAMA DIAMETRO d (mm) CANTIDAD 16 20 4 51 51 51 64 4 8 8 12 16 10 6 20 12 20 8 6 6 1.30 0.20 0.20 1 2 3 4 5 6 7 8 9 10 TOTAL (m) PESO UNIT. (kg/m) TOTAL (Kg) 41.20 41.20 20.6 87.04 229.50 99.45 160.14 41.40 34.00 33.60 1.58 0.888 0.888 129.37 65.09 12.85 19.32 90.19 22.08 35.55 129.99 30.19 29.84 3.140 0.393 0.222 0.222 0.624 0.222 3.14 (mm) DIAMETRO 12 8 6 10 LONGITUD 100.65 90.19 (kg) PESO 112.29 22.43 (m) 0.20 0.20 1.70 0.26 0.37 0.10 5 1d12 2d12 4 2d12 13 12 16d6 d6c/20 8 d6c/20 9 7 est.d8c/20 15 2x1d10 14 2x1d10 5 5 est.d8c/20 7 2x2d10 16 8d10 17 2x2d12 18 0.0 2x1d10 0.0 14 est.d8c/20 7 2x1d10 15 121.011144381162 4d20 10 3d12 11 421.580766457555 281.0538227691941 T.C. d 400 – 800 MATERIAL DE RELLENO T.C. d 400 – 800 16d6 12 4d20+3d12 10 11 d6c/20 9 5 59.09372384972812 5 5 5 5 -84.66436205920763 -84.66436205920763 -84.66436205920763 -84.66436205920763 1 d12c/20 2 d12c/20 est d6c/25 3 2x2d16 2x2d12 4 est d6c/25 6 16 2x2d10 8d10 17 16 2x2d10 8d10 17 6 13 12 11 0.222 0.888 4 4 12 12 16 4 4 6 16 3.68 14.72 10.35 9.95 159.20 41.40 1.58 8.70 13.07 35.34 65.41 15 17 16 14 0.888 0.624 0.888 12 4 16 8 10 12 4 2.95 0.96 1.41 2.45 11.80 15.36 11.28 9.80 0.888 10.48 4.43 9.58 18 0.888 4 12 1.11 4.44 3.94 0.30 var 4.85 4.85 0.30 4.85 0.30 0.76 1.36 0.70 0.11 0.20 0.50 0.55 0.50 0.20 0.16 1.36 0.10 0.20 9.95 0.20 9.95 1.36 0.16 1.00 0.40 1.05 0.70 0.30 1.05 0.30 1.20 0.40 0.20 9.95 0.20 0.30 0.80 0.20 0.11 0.20 0.56 0.20 0.50 0.50 0.11 16 20 82.60 82.59 130.50 259.36 \A1;0.55 \A1;0.80 \A1;0.36 \A1;0.56 \A1;0.12 \A1;0.12 \A1;0.10 \A1;0.50 \A1;0.80 \A1;0.35 \A1;4.05 \A1;0.55 \A1;0.53 \A1;0.14 \A1;0.30 \A1;4.30 \A1;0.68 \A1;0.14 \A1;5.38 \A1;1.14 \A1;6.20 \A1;3.55 \A1;1.20 \A1;0.30 \A1;0.15 \A1;0.30 \A1;0.14 \A1;0.50 \A1;0.26 \A1;0.54 \A1;0.40 \A1;0.50 \A1;0.80 \A1;0.35 \A1;4.05 \A1;0.55 \A1;0.14 \A1;0.30 \A1;4.30 \A1;0.68 \A1;0.14 \A1;5.38 \A1;1.14 \A1;6.20 \A1;3.55 \A1;1.20 \A1;0.30 \A1;0.30 \A1;0.14 \A1;0.50 \A1;0.26 \A1;0.54 \A1;0.40 \A1;0.38 \A1;0.35 \A1;0.80 \A1;0.12 \A1;0.19 \A1;0.23 \A1;0.15 \A1;0.15 10 12d6 d6c/20 8 estd6c/20 9 7 est.d8c/20 2d12 5 2d10 6 2x2d6 10 2d16 11 4d/12 5 7 est.d8c/20 12 1d12 4d/12 5 -1.818835399007071 -1.768243123955756 -1.799863260702125 -1.818835399007071 -1.818835399007071 -1.818835399007071 -1.825159257585085 est d6/17 4 1 d12c/20 d12c/20 2 H°A° APOYO TUBERIAS 5 -0.02274129496368 0.0 5 0.0 5 0.0 -0.0272065214135182 5 5 5 5 5 0.0313612667344501 5 -0.2453798733824897 5 -1.818835399007071 3 8d12 8d12 3 est d6/17 4 0.0 5 0.0 -0.1423201840166826 -0.1423201840166826 -0.1423201840166826 -0.1049064731387261 -0.1049064731387261 -0.1049064731387261 0.0 5 5 5 -0.279751719671026 0.0 0.0 -0.0323924917176441 5 5 5 5 5 5 5 5 5 -0.1574727321927867 0.0 2739.435 2742.985 2738.616 2742.666 TIPO H21 H°A° TIPO H21 BASE DE HORMIGON CICLOPEO TIPO H15 -18.74551092350976 -18.74551092350976 -18.74551092350976 -18.74551092350976 -18.74551092350976 -18.74551092350976 -18.74551092350976 -18.74551092350976 13 4d10 2d10 14 Hº TIPO H15 JUNTA CON CARTON ASFALTICO (1.09 m2) (0.35×0.80×1.00) 9 est. d6 c/20 d200 – 300 PERFIL LONGITUDINAL Esc. 1:40 DETALLE 1 ARMADURA LONGITUDINAL Esc. 1:40 ZAPATA TIPO Esc. 1:10 SECCION A – A’ Esc. 1:10 DETALLE 1 Esc. 1:10 SECCION TRANSVERSAL Esc. 1:10 ARMADURA TRANSVERSAL Esc. 1:10 PLANILLA DE ARMADURAS A A’ A’ A N.A.M.E