Concrete Bridge DWG Detail for AutoCAD

Concrete Bridge DWG Detail for AutoCAD

Concrete Bridge – Construction details

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

datum elev, river, sub-grade level, mileage, ground level, reference point, expansion joint, access slope fill, nuñoa, macusani, amomayo river, geometrical plant, detail of drain pipes, drain pipes, on both edges , of the path, cut, axis, road, enrobed, slope of land, upstream, river induction, axis of gauge, enroute of enrobed river, section of the bridge, bridge, abutment, right abutment elevation, cause of river, gauge, left abutment axis, right abutment axis, elevation, maximum water level, upper level of the abutment, minimum level of water, main beam, typical, section aa, center, the devices are one for each beam support and section, quadrangular in the plant with the following minimum characteristics., Neoprene plates supporting support with blades, support apparatus, minimum reinforcement coatings, overload, diaphragm load, design overload, permanent loads, slab board, floor or foundation, materials, concrete, technical specifications, walls of prosecution, stirrups, beams – slabs – diaphragms, anchorage on sidewalk, edge, railing, steel in beams and diaphragms, in fixed support, dd section, slab reinforcement, section b – b, slab, diaphragm, beam, diaphragm axis, beam projection, path projection, var. lower, var. upper, slab plant, carriage bridge, geometric plant and elevation, department :, designer :, scale :, drawing :, date :, plane :, name :, province :, revised :, district :, approved :, stirrup plant , support axis on abutment, neoprene, right and left abutment, wall of prosecution, variable, section aa, section bb, foundation, elevation, end of the stirrup wing, the abutment walls of the abutments will be executed, the walls of indictment will be executed with pg, detail eaves, structures plant slabs, beams, railings, plant, main elevation, abutments, ing. wop

Raw text data extracted from CAD file:

229850.00 229900.00 229950.00 230000.00 230050.00 230100.00 230150.00 8179900.00 8179950.00 8180000.00 8180050.00 8180100.00 8180150.00 8180200.00 8180250.00 8180300.00 229850.00 229900.00 229950.00 230000.00 230050.00 230100.00 230150.00 8179900.00 8179950.00 8180000.00 8180050.00 8180100.00 8180150.00 8180200.00 8180250.00 8180300.00 229900.00 229940.00 229980.00 230020.00 230060.00 230100.00 8179940.00 8179960.00 8179980.00 8180000.00 8180020.00 8180040.00 8180060.00 8180080.00 229900.00 229940.00 229980.00 230020.00 230060.00 230100.00 8179940.00 8179960.00 8179980.00 8180000.00 8180020.00 8180040.00 8180060.00 8180080.00 229900.00 229940.00 229980.00 230020.00 230060.00 230100.00 8179900.00 8179920.00 8179940.00 8179960.00 8179980.00 8180000.00 8180020.00 8180040.00 8180060.00 8180080.00 229900.00 229940.00 229980.00 230020.00 230060.00 230100.00 8179900.00 8179920.00 8179940.00 8179960.00 8179980.00 8180000.00 8180020.00 8180040.00 8180060.00 8180080.00 2 Ø 1/2" 2 Ø 1/2" 3 Ø 5/8" Tipo 2 \A1;0.80 \A1;0.03 en el montaje \A1;0.20 \A1;0.05 \A1;0.20 \A1;5.20 \A1;3.60 \A1;0.80 \A1;0.80 \A1;5.20 \A1;3.60 \A1;0.80 \A1;0.80 \A1;1.00 \A1;1.00 \A1;60° \A1;3 " \A1;10.45 \A1;7.39 \A1;8.00 \A1;141°19' \A1;2.22 \A1;1.10 \A1;0.20 \A1;1.10 \A1;0.20 \A1;8.00 \A1;141°19' \A1;1.00 \A1;1.00 \A1;1.10 \A1;10.45 \A1;141°19' \A1;141°19' \A1;1.10 \A1;0.20 \A1;0.20 \A1;7.39 \A1;8.00 \A1;8.00 \A1;0.15 \A1;0.20 \A1;0.15 \A1;0.15 \A1;0.20 \A1;0.90 \A1;1.40 \A1;1.00 \A1;1.00 \A1;1.00 \A1;1.00 \A1;1.50 \A1;25.00 \A1;1.00 \A1;1.00 \A1;2.20 \A1;0.60 \A1;4.50 \A1;1.00 \A1;3.80 \A1;2.70 \A1;0.60 \A1;2.20 \A1;1.00 \A1;5.50 \A1;3.80 \A1;1.75 \A1;4.50 \A1;1.00 \A1;0.60 \A1;2.20 \A1;1.00 \A1;3.80 \A1;0.90 \A1;0.90 \A1;2.25 \A1;0.60 \A1;0.75 \A1;0.90 \A1;0.55 \A1;1.00 \A1;0.60 \A1;0.75 \A1;0.90 \A1;0.55 \A1;1.10 \A1;1.625 \A1;25.000 \A1;0.30 \A1;0.22 \A1;.07 \A1;0.10 \A1;.07 \A1;0.22 \A1;0.22 \A1;0.90 \A1;0.10 \A1;3.10 \A1;. \A1;Ø 3/8" @ 0.30 \A1;1.70 \A1;1.50 \A1;Ø 1/2" @ 0.42 \A1;. \A1;0.20 \A1;0.75 \A1;1.90 \A1;0.75 \A1;0.80 \A1;141°19' DATUM ELEV 20.00 \A1;40.00 \A1;31.79 \A1;.32 \A1;30.99 \A1;.29 \A1;11.25 \A1;.09 \A1;27.51 \A1;.43 8439200N 8439400N 8439600N 343600E 343800E 344000E 8439800N 4465 4460 4470 4455 4460 RIO 0+00 PI-01 ALCANTARLLA 01 TMC Ø=24 Km 00+20.17 C-01 4460 4465 4460 PI-02 PI-03 -8438725.332314359 N 4452 4456 4460 4464 4468 4472 4450.00 COTA SUB RASANTE KILOMETRAJE COTA DE TERRENO PUNTO DE REFERENCIA 80 60 40 20 80 60 40 20 80 60 40 20 40 20 3911.98 3911.93 3911.89 3911.84 3911.80 3911.75 3911.70 3911.66 3911.61 3911.57 3911.52 3911.47 3911.43 3911.38 3911.34 3911.24 3911.29 3911.20 3912.07 3912.03 0+00 40 20 3911.11 3911.15 3911.06 300 200 100 80 60 400 4469.15 4469.85 4469.22 4468.95 4468.23 4467.47 4466.30 4466.04 4460.08 4459.93 4460.25 4459.71 4460.29 4458.96 4458.35 4458.07 4458.15 4460.39 4460.82 4464.65 4467.31 4467.31 4467.97 8439200N 8439400N 8439000N 343800E 344000E 344200E 4455 4455 4460 4460 4465 4460 PI-03 PI-04 N 24° 04' 12" 10° 15' 00" N° S 04 03 0 + D 0 + I PI I 558.10 502.35 R E 100 80 2.24 0.32 T PC 0+ 536.79 0+ 495.18 21.31 7.17 0+ 578.80 0+ 509.49 LC PT 42.01 14.31 4452 4456 4460 4464 4468 4472 4450.00 COTA SUB RASANTE KILOMETRAJE COTA DE TERRENO PUNTO DE REFERENCIA 500 80 60 440 40 20 3913.49 3913.01 3912.63 3912.35 3912.17 3912.07 600 80 60 60 40 20 3917.16 3916.54 3915.92 3915.30 3914.68 3914.06 80 3917.73 800 700 80 60 40 20 3919.60 3919.36 3919.12 3918.88 3918.59 3918.21 4467.97 4468.12 4464.71 4461.95 4462.95 4461.18 4462.88 4465.16 4464.91 4464.10 4464.72 4463.94 4464.73 4464.87 4465.84 4470.61 4471.05 4471.28 4471.45 C-02 C-03 28° 21' 36" 60° 28' 12" N° S 02 01 0 + I 0 + I PI I 348.20 230.50 R E 45 40 1.41 6.30 T PC 0+ 336.83 0+ 207.19 11.37 23.31 0+ 359.70 LC PT 0+ 249.41 22.27 42.22 1.16% 5.94% 1.5% 4.27% 5.81% 3.18% 0.0% 0.59% 6.89% 4.49% 0.0 -8438725.332314359 -8438725.332314359 -8438725.33231436 -8438725.33231436 -8438725.332314359 -8438725.332314359 -8438725.332314359 -8438725.332314359 -8438725.332314359 0+810 0+800 0+780 0+760 0+740 0+720 0+700 0+680 0+660 0+640 0+620 0+600 0+580 0+560 0+540 0+520 0+500 0+480 0+460 0+440 AREA RELL. = 0.00 AREA CORTE= 6.052 AREA RELL. = 0.00 AREA CORTE= 12.886 AREA RELL. = 3.120 AREA CORTE= 0.00 AREA RELL. = 19.077 AREA CORTE= 0.00 AREA RELL. = 29.078 AREA CORTE= 0.00 AREA RELL. = 9.843 AREA CORTE= 0.00 AREA RELL. = 10.662 AREA CORTE= 0.00 AREA RELL. = 0.00 AREA CORTE= 2.166 AREA RELL. = 0.00 AREA CORTE= 0.364 AREA RELL. = 4.469 AREA CORTE= 0.00 AREA RELL. = 1.674 AREA CORTE= 0.00 AREA RELL. = 6.466 AREA CORTE= 0.00 AREA RELL. = 0.692 AREA CORTE= 0.00 AREA RELL. = 14.944 AREA CORTE= 0.00 AREA RELL. = 0.00 AREA CORTE= 9.476 AREA RELL. = 0.00 AREA CORTE= 6.068 AREA RELL. = 0.00 AREA CORTE= 1.533 AREA RELL. = 0.04 AREA CORTE= 3.988 AREA RELL. = 0.037 AREA CORTE= 0.535 AREA CORTE= 0.00 AREA RELL. = 11.397 0+400 0+380 0+360 0+340 0+320 0+300 0+280 0+260 0+240 0+220 0+200 0+180 0+160 0+140 0+120 0+100 0+080 0+060 0+040 0+020 4469.15 4469.15 0+00 AREA RELL. = 0.06 AREA CORTE= 0.97 AREA CORTE= 6.632 AREA RELL. = 0.00 AREA RELL. = 0.00 AREA CORTE= 3.570 AREA RELL. = 0.00 AREA CORTE= 3.455 AREA RELL. = 0.180 AREA CORTE= 0.695 AREA RELL. = 0.00 AREA CORTE= 3.430 AREA RELL. = 0.00 AREA CORTE= 8.468 AREA RELL. = 0.00 AREA CORTE= 15.415 AREA RELL. = 11.877 AREA CORTE= 0.00 AREA RELL. = 10.110 AREA CORTE= 0.00 AREA RELL. = 10.122 AREA CORTE= 0.00 AREA RELL. = 11.847 AREA CORTE= 0.105 AREA RELL. = 6.971 AREA CORTE= 0.00 AREA RELL. = 17.967 AREA CORTE= 0.00 AREA RELL. = 23.616 AREA CORTE= 0.00 AREA RELL. = 25.567 AREA CORTE= 0.00 AREA RELL. = 25.957 AREA CORTE= 0.00 AREA RELL. = 3.358 AREA CORTE= 0.00 AREA RELL. = 0.00 AREA CORTE= 3.302 AREA RELL. = 0.00 AREA CORTE= 13.718 AREA RELL. = 0.00 AREA CORTE= 15.366 0+440 0+420 AREA RELL. = 0.00 AREA CORTE= 14.638 AREA RELL. = 0.00 AREA CORTE= 6.052 4469.15 4469.15 4469.15 4469.15 4469.15 4469.15 4469.15 4469.15 4469.15 4469.15 4469.15 4469.15 4469.15 4469.15 4469.15 4469.15 4469.15 4469.15 4469.15 4469.15 4469.15 4469.15 4469.15 4469.15 4469.15 4469.15 4469.15 4469.15 4469.15 4469.15 4469.15 4469.15 4469.15 4469.15 4469.15 4469.15 4469.15 4469.15 4469.15 4469.15 4469.15 4469.15 4469.15 4469.15 4469.15 4469.15 4469.15 4469.15 4469.15 4469.15 4469.15 4469.15 4469.15 4469.15 4469.15 4469.15 4469.15 4469.15 4469.15 4469.15 4469.15 4469.15 4469.15 4469.15 4469.15 4469.15 4469.15 4469.15 4469.15 4469.15 4469.15 4469.15 4469.15 4469.15 4469.15 4469.15 4469.15 4469.15 4469.15 4469.15 4469.15 4469.15 4469.15 4469.15 \A1;0.15 \A1;0.15 \A1;0.15 \A1;0.60 \A1;0.75 \A1;0.90 \A1;0.55 \A1;1.00 \A1;6.24 \A1;5.90 \A1;5.50 \A1;0.80 \A1;2.25 \A1;0.20 \A1;0.80 \A1;2.25 \A1;1.05 \A1;0.20 \A1;0.20 \A1;0.20 \A1;1.00 \A1;1.00 \A1;141°19' \A1;1.00 \A1;1.46 \A1;Junta e=0.03m. \A1;7.39 \A1;9.81 \A1;141°19' \A1;10.45 \A1;7.39 \A1;1.50 \A1;0.80 \A1;1.00 \A1;1.50 \A1;0.80 \A1;4.43 \A1;1.42 \A1;3.81 \A1;0.51 \A1;0.30 \A1;0.50 \A1;0.77 \A1;1.58 \A1;0.43 \A1;2.78 \A1;1.97 \A1;0.48 \A1;2.80 \A1;0.60 \A1;2.48 \A1;0.80 \A1;0.80 \A1;0.46 \A1;0.92 \A1;0.28 \A1;1.66 \A1;0.80 \A1;1.10 \A1;.20 \A1;0.20 \A1;0.60 \A1;0.30 \A1;2.25 \A1;2.30 \A1;6.13 \A1;3.17 \A1;0.80 \A1;1.50 \A1;1.70 \A1;0.20 A-1 Esc 1/100 0.80 PL 1/2" * 1/2" * 3.60 m JUNTA DE EXPANSION ESCALA 1 : 10 0.03 en el montaje 0.20 0.05 0.20 PL 1/2" * 6"* 3.60 m PL 1/4*1" @ cada 30cm < 4*4*1/2"*3.60 m 5 5 5 5 5 5 5 5 RELLENO TALUD DE ACCESO RELLENO TALUD DE ACCESO NUÑOA MACUSANI RIO AMOMAYO ESCALA 1/100 PLANTA GEOMETRICA 5 5 ESCALA 1 : 20 DETALLE DE TUBOS DE DESAGUE 5 3 " Tubos desague PVC SAP CLASE 5 Ø 3" cada 6.25 metros en ambos bordes de la vereda Bombeo 1 % Bombeo 1 % CORTE ESCALA 1/100 EJE DE CARRETERA 5 5 ENRROCADO TALUD DE TIERRA Aguas arriba 100m a partir del estribo Encausamiento del rio 5 5 5 5 5 5 5 5 5 5 5 5 5 RELLENO TALUD DE ACCESO 5 5 5 100m a partir del estribo Aguas arriba ENRROCADO TALUD DE TIERRA 5 Encausamiento del rio 5 5 5 5 RELLENO TALUD DE ACCESO EJE EJE DE TROCHA ENCAUSE DE RIO ENRROCADO SECCION DEL PUENTE PUENTE ESTRIBO BAJADAS DE AGUA CADA 6.25 M (Ver Detalle) Embolver alambre # 16 0.60 6.15 5.75 6.15 0.40 5.75 \A1;34.39 0.03 ELEVACION ESTRIBO DERECHO ESCALA 1/100 0.15 0.60 1.70 0.90 0.90 1.80 0.80 0.80 5.20 0.20 0.15 .80 .75 .75 .80 3.60 Encausamiento del rio 100m a partir del estribo 5 5 5 5 Cause de rio 4457.50 3854.30 EJE DE TROCHA ESCALA 1/100 3.60 5 \A1;0.80 5 INICIA PROG. 0+322.00 EJE DE ESTRIBO IZQUIERDO TERMINA PROG. 0+347.00 EJE DE ESTRIBO DERECHO 5 5 5 5 5 5 ELEVACION ESCALA 1/100 Nivel maximo de agua BARANDA DE TUBO DE FºGª de 3" RELLENO TALUD DE ACCESO 25.00 3859.45 Nivel superior del estribo 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 Nivel minimo de agua 4458.50 4457.50 5 5 5 5 5 5 5 5 5 5 1 @0.05, 38@0.10, 6@0.20, resto 0.30 c/e. Ø1/2" 10 Ø 1" 10 Ø 1 " 0.80 5 VIGA PRINCIPAL ESCALA 1/25 25.000 0.30 TIPICO 10 Ø 1 " a seccion a-a centro 10 Ø 1 " (B) 10 Ø 1 " (A) 02 Ø 5/8" 10 Ø 1" (A) Ancho = 50 cm Espesor = 2.5 cm Largo = 50 cm los aparatos son uno por cada apoyo de viga y de seccion cuadrangular en la planta con las siguientes caracteristicas m'iminas. vulcanizadas de acero intercalados que cumpla con las especificacion Shore-60 Se emplea apartos de apoyo de planchas de neopreno con láminas APARATO DE APOYO RECUBRIMIENTOS MINIMOS DE ARMADURAS SOBRECARGA CARGA DE DIAFRAGMA SOBRECARGA DE DISEÑO CARGAS PERMANENTES LOSA TABLERO SUELO DE FUNDACION MATERIALES CONCRETO ACERO DE REFUERZO G-60 ESPECIFICACIONES TECNICAS HS-20 P = 0.48/m W = 4.43 T/m ADMISIBLE= 2.5 kg/cm2 F'c = 140kg/cm2 MUROS DE ENCAUSAMIENTO F'c = 175 kg/cm2 ESTRIBOS 2.54 cm F'c = 280 kg/cm2 F'y = 4200kg/cm2 VIGAS - LOSAS - DIAFRAGMAS ESCALA 1/50 A-1 Esc.1/25 0.22 .07 0.10 .07 0.22 0.22 0.90 Plancha 1/4" x 6"x6" Tubo Ø 3" x1/8" Tubo Ø 2" x1/8" Tubo Ø 2" x1/8" Tubo Ø 3" x1/8" Tubo Ø 3" x1/8" anclaje sobre vereda Var. Ø 1/2" x12" borde 0.10 3.10 Baranda esc. 1/25 . Ø 3/8" @ 0.30 Ø 1/2" @ 0.15 ACERO EN VIGAS Y DIAFRAGMAS 5.00 cm \A1;0.300 0.09 0.08 0.15 .076 1.286 .076 1.286 0.15 .0254 Soldar tubo a Plancha de !/4" anclada en vereda Tubo de FºGº de 3" .076 02 Ø 5/8" 2 Ø 5/8" 2 Ø 5/8" 1.70 5 EN APOYO FIJO 2 Ø 1 " en cada viga Var. Ø 1/2" @ 0.35 Var. Ø 1/2"" @ 0.35 Ø 1/2" @ 0.42 Var. Ø 1/2" @ 0.63 Var. Ø 5/8" @ 0.21 Var. Ø 5/8" @ 0.24 . 2. Ø 1/2" seccion d-d ARMADURA EN LOSA ESCALA 1/25 0.09 10 Ø 1 " (B) 0.80 2 Ø 1/2" 2 Ø 1/2" 5 Ø 5/8" 5 Ø 5/8" \A1;0.20 seccion b - b 0.40 0.60 LOSA ESCALA 1/25 DIAFRAGMA 1 @0.05, 11 @ 0.10, Rto @ 0.20, c/extremo 5 Var. Ø 5/8" 5 Var. Ø 5/8" 0.20 2 adic. en la Viga b 2 Var. Ø 5/8" Ø3/8" 2 Var. Ø 5/8" 3.40 VIGA VIGA 10 Ø 1 " 0.15 0.75 0.80 1.80 0.80 0.15 0.75 5.20 6.15 EJE DE DIAFRAGMA EJE \A1;0.80 VIGA \A1;0.80 VIGA DE CARRETERA 6.15 6.15 d Proyección de viga Proyeccion de vereda Var. Ø 5/8" @ 0.24 Var. Inferior Var. Superior Var. Inferior Var. Ø 1/2" @ 0.65 Var. Ø 1/2" @ 0.42 PLANTA DE LOSA 6.15 Var. Ø 5/8" @ 0.22 Var. Superior 5.200 5 5 5 PUENTE CARROZABLE PLANTA GEOMETRICA Y ELEVACION DEPARTAMENTO: PROYECTISTA: ESCALA: DIBUJO: FECHA: PLANO: NOMBRE: 1 : 100 PROVINCIA: REVISADO: DISTRITO: APROBADO: 01 100m a partir del estribo 5 5 Encausamiento del rio RIO PLANTA DE ESTRIBO ESCALA 1/50 ELEVACION ESTRIBO DERECHO ESCALA 1/50 VIGA EJE DE APOYO SOBRE ESTRIBO NEOPRENO DE CARRETERA EJE ENRROCADO TALUD DE TIERRA A-1 ESC 1/50 B B A A 5 Estribo Derecho e Izquierdo 5 5 Junta e=0.03m. 5 5 5 5 5 B A A Aguas arriba 5 5 1 10 10 1 1 1 5 MURO DE ENCAUSAMIENTO ESCALA 1/50 5 Cause de rio 3849.30 5 5 5 5 5 Variable Variable Variable max.4.90 @ minimo 3.45 5 5 Variable 5 5 5 Variable Variable Variable ESCALA 1/50 Seccion A-A 5 Variable 2.22m min. ver planta 5 5 5 5 Variable Variable Variable Variable Variable max.3.45 @ minimo 1.50 5 5 5 5 5 5 Variable Variable 5 Variable 2.22 @ 1.10m Seccion B-B ESCALA 1/50 3,847.70 msnm FUNDACION 3849.30 Cause de rio 5 5 .20 Elevacion ESCALA 1/50 FINAL DEL ALA DEL ESTRIBO 5 5 5 5 5 MURO TIPO 1 MURO TIPO 2 7.20 5 5 5 CON CONCRETO F`C= 140 KG/CM2 + 30% DE PIEDRA GRANDE LOS MUROS ALEROS DE LOS ESTRIBOS SE EJECUTARAN Junta e=0.03m. Junta e=0.03m. LOS MUROS DE ENCAUSAMIENTO SE EJECUTARAN CON P.G. DE 16" (Minimo) ASENTADA CON CONCRETO F`C= 100 KG/CM2 EN UNA PROPORCION DE 70% PIEDRA Y 30% CONCRETO DETALLE DE ALEROS 1.50 1.70 4455.75 msnm EJE DE CARRETERA FUNDACION 3.60 MURO TIPO 2 4457.50 msnm Cause de rio Encausamiento del rio 100m a partir del estribo 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 4455.75 msnm FUNDACION PUENTE CARROZABLE ESTRUCTURAS PLANTA LOSAS, VIGAS, BARANDAS DEPARTAMENTO: PROYECTISTA: ESCALA: DIBUJO: FECHA: PLANO: NOMBRE: 1 : 100 PROVINCIA: REVISADO: DISTRITO: APROBADO: 02 PUENTE CARROZABLE PLANTA, ELEVACION PRINCIPAL, ESTRIBOS DEPARTAMENTO: PROYECTISTA: ESCALA: ING. WOP DIBUJO: FECHA: PLANO: NOMBRE: 1 : 100 PROVINCIA: REVISADO: DISTRITO: APROBADO: 03

Language	Spanish
Drawing Type	Detail
Category	Roads, Bridges and Dams
Additional Screenshots
File Type	dwg
Materials	Concrete, Steel, Other
Measurement Units	Metric
Footprint Area
Building Features
Tags	autocad, bridge, concrete, construction, DETAIL, details, DWG