Bridge DWG Block for AutoCAD

Bridge DWG Block for AutoCAD

Bridge.

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

name, bridge plant, cut to bridge elevation, eave base, bb cut, brace diaphragm, piles level, foundation level, stirrups, general plan of the bridge, general dimensions, view beams plant, extreme diaphragm, central diaphragm, cut aa, plant and cuts bridge superstructure, longitudinal beam reinforcement, diaphragm reinforcement, inflate distribution, reinforcement reinforcement, reinforcement axle reinforcement, transverse axis reinforcement, reinforcement, lower, lower reinforcement, upper reinforcement, lower reinforcement, steel spline, diameter, number of, elements, unit weight, total weight, total kg, code, quantity, long. unit., long. total, superstructure, armature detail, footboard floor, front footboard view, footboard section, footboard reinforcement, pile cuts, detail armor detail, see detail of, armor dice, compacted filling, interior footboard, eave frame, eave cut, pile, approximation slab, approx., head reinforcement detail, infrastructure – abutment, dimensions and reinforcement, construction steel, bridge superstructure, bridge abutment, handrail distribution floor, handrail distribution elevation, handrail detail, composite neoprene, detail of corners, informative identification, pte. mamorecillo, signaling, maximum capacity, railing – neoprene, expansion joint – signage

Raw text data extracted from CAD file:

\A1;10.00 \A1;0.25 \A1;3.80 \A1;0.60 \A1;1.35 \A1;0.58 \A1;6.00 \A1;16.80 \A1;6.00 \A1;1.90 \A1;4.00 \A1;17.00 \A1;4.00 \A1;1.90 \A1;1.00 \A1;4.50 \A1;1.00 \A1;6.50 \A1;5.60 \A1;1.15 \A1;1.60 \A1;1.60 \A1;1.15 \A1;4.00 \A1;4.00 \A1;16.00 \A1;6.50 \A1;4.75 \A1;5.75 \A1;5.60 \A1;0.05 \A1;17.50 \A1;0.05 \A1;5.60 \A1;28.80 \A1;28.80 \A1;1.33 \A1;10.00 \A1;6.00 \A1;5.70 \A1;4.00 \A1;16.00 \A1;17.50 \A1;0.15 \A1;0.15 \A1;1.58 \A1;0.35 \A1;1.39 \A1;1.39 \A1;0.38 \A1;1.80 \A1;1.24 \A1;11.89 \A1;11.89 \A1;1.24 \A1;0.90 \A1;0.45 \A1;0.03 \A1;0.03 \A1;1.95 \A1;1.05 \A1;0.38 \A1;11.51 \A1;0.38 \A1;11.51 \A1;0.38 \A1;1.05 \A1;1.20 \A1;0.15 \A1;0.19 \A1;0.38 \A1;0.23 \A1;0.38 \A1;0.23 \A1;0.23 \A1;0.38 \A1;0.23 \A1;0.19 \A1;0.38 \A1;0.38 \A1;26.25 \A1;1.24 \A1;2.40 \A1;2.40 \A1;7.80 \A1;0.15 \A1;0.07 \A1;0.97 \A1;0.08 \A1;0.30 \A1;7.80 \A1;0.90 \A1;6.00 \A1;0.08 \A1;0.30 \A1;1.95 \A1;0.09 \A1;0.22 \A1;0.15 \A1;1.12 \A1;0.30 \A1;1.80 \A1;0.45 \A1;1.95 \A1;0.45 \A1;1.95 \A1;Ø12 c/20 \A1;Ø12 c/20 \A1;4.200 \A1;Ø12 c/20 \A1;Ø12 c/20 \A1;Ø12 c/10 \A1;0.10 \A1;Armadura inferior \A1;Armadura superior \A1;Ø12c/10 \A1;0.825 \A1;Est. Ø12 c/15cm \A1;2.575 \A1;Est. Ø12 c/30 \A1;2.675 \A1;Est. Ø12 c/20 \A1;5.350 \A1;Est. Ø12 c/30 \A1;2.675 \A1;Ø12c/10 \A1;0.825 \A1;Est. Ø12 c/15cm \A1;2.575 \A1;Armadura superior \A1;ARMADURA INFERIOR \A1;Ø12 c/10 \A1;Ø12 c/10 \A1;Est. Ø10c/20 \A1;0.10 \A1;0.10 \A1;4.200 \A1;0.10 \A1;0.10 \A1;Ø12 c/10 \A1;0.17 \A1;0.25 \A1;0.28 \A1;0.28 \A1;0.10 \A1;0.23 \A1;0.25 \A1;1.16 \A1;0.15 \A1;0.30 \A1;0.08 \A1;0.07 \A1;0.55 \A1;3.700 \A1;1.200 \A1;0.234 \A1;3.843 \A1;1.458 \A1;0.902 \A1;4.196 \A1;0.500 \A1;0.500 \A1;0.234 \A1;1.458 \A1;3.843 \A1;4.196 \A1;0.902 \A1;12.000 \A1;0.539 \A1;11.461 \A1;11.461 \A1;0.539 \A1;12.000 \A1;12.000 \A1;0.500 \A1;11.500 \A1;11.500 \A1;0.500 \A1;1.250 \A1;3.850 \A1;1.250 \A1;3.850 \A1;0.20 \A1;0.40 \A1;0.40 \A1;0.40 \A1;0.20 \A1;3.58 \A1;2.42 \A1;6.00 \A1;Ø10c/20 \A1;Ø10c/20 \A1;16.00 \A1;6.58 \A1;0.90 \A1;0.50 \A1;3.58 \A1;2.42 \A1;4.75 \A1;4.00 \A1;4.00 \A1;1.00 \A1;1.00 \A1;0.47 \A1;0.20 \A1;4.35 \A1;0.20 \A1;0.47 \A1;0.40 \A1;0.40 \A1;4.00 \A1;1.90 \A1;0.55 \A1;0.50 \A1;Est. Ø10c/20 \A1;0.20 \A1;0.15 \A1;0.08 \A1;0.02 \A1;1.00 \A1;1.00 \A1; \A1;refuerzo Ø10 c/20 \A1;0.58 \A1;1.00 \A1;1.00 \A1;Ref. Ø10c/20 \A1;0.20 \A1;5.30 \A1;0.20 \A1;0.58 \A1;1.35 \A1;0.60 \A1;3.80 \A1;0.25 \A1;10.00 \A1;0.10 \A1;0.27 \A1;0.20 \A1;4.35 \A1;0.20 \A1;0.27 \A1;10.00 \A1;4.05 \A1;0.60 \A1;1.35 \A1;0.58 \A1;0.70 \A1;0.20 \A1;5.40 \A1;4.00 \A1;1.90 \A1;0.30 \A1;1.15 \A1;0.20 \A1;0.20 \A1;0.98 \A1;0.30 \A1;0.40 \A1;0.10 \A1;2.00 \A1;6.35 \A1;100 \A1;100 \A1;53 \A1;1.80 \A1;1.80 \A1;0.60 \A1;17.50 \A1;0.30 \A1;2.45 \A1;0.38 \A1;0.15 \A1;0.25 \A1;0.15 \A1;0.15 \A1;0.15 \A1;0.92 \A1;0.60 \A1;1.25 \A1;0.60 \A1;0.05 \A1;0.09 \A1;0.12 \A1;0.93 \A1;0.13 \A1;0.38 \A1;0.13 \A1;0.17 \A1;0.40 \A1;0.08 \A1;0.89 \A1;0.25 \A1;0.25 \A1;0.15 \A1;0.13 \A1;0.93 \A1;0.80 \A1;0.15 \A1;0.03 \A1;2.45 \A1;0.05 \A1;2.45 \A1;0.05 \A1;2.45 \A1;0.05 \A1;2.45 \A1;0.05 \A1;2.45 \A1;0.05 \A1;2.45 \A1;0.05 \A1;2.45 \A1;0.03 \A1;0.05 \A1;25.00 \A1;30.00 \A1;3.00 \A1;3.00 \A1;12.00 \A1;0.40 \A1;0.60 \A1;0.75 \A1;2.20 \A1;0.40 \A1;1.25 \A1;3.00 \A1;3.00 \A1;3.00 \A1;3.00 \A1;3.00 \A1;5.45 \A1;5.20 \A1;4.00 \A1;0.62 \A1;1.25 \A1;1.25 \A1;1.25 \A1;1.25 \A1;1.25 \A1;1.25 \A1;1.25 \A1;1.25 \A1;1.25 \A1;1.25 \A1;1.25 \A1;1.25 \A1;1.25 \A1;0.63 \A1;0.02 \A1;2.45 \A1;0.05 \A1;2.45 \A1;0.05 \A1;2.45 \A1;0.05 \A1;2.45 \A1;0.05 \A1;2.45 \A1;0.05 \A1;2.45 \A1;0.05 \A1;2.45 \A1;0.03 229 NAME 226 224 225 227 228 PLANTA PUENTE Esc. 1:75 5 5 5 5 5 5 CORTE A-A ELEVACION PUENTE Esc. 1:75 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 T.O.S.=+230.000 +230.580 +224.000 +227.452 5 5 5 5 5 5 5 +214.000 +224.000 +214.000 +224.000 +214.000 +230.580 T.O.S. =+230.000 +230.000 +230.040 +214.000 \A1;HºPOBRE 5cm 5 \A1;LOSA DE APROXIMACION \A1;DIAFRAGMA ESTRIBO \A1;HºPOBRE 5cm BASE DE ALERO \A1;LOSA DE APROXIMACION 5 5 5 5 5 \A1;PILOTE DE HºAº Ø60cm CORTE B-B Esc. 1:75 5 \A1;HORMIGON POBRE PILOTE Ø60cm \A1;NEOPRENO COMPUESTO \A1;LOSA DE APROXIMACION DIAFRAGMA ARRIOSTRE CONTINUIDAD DE PILOTE Ø60cm \A1;Hº POBRE 5cm \A1;Hº POBRE 5cm NIVEL PILOTES NIVEL FUNDACION ESTRIBOS A A B B BASE DE ALERO \A1;DIAFRAGMA ESTRIBO \A1;PILOTE DE HºAº Ø60cm PLANO GENERAL DEL PUENTE DIMENSIONES GENERALES 5 5 5 5 5 Esc. 1:50 VISTA PLANTA VIGAS VIGA-1 VIGA-2 VIGA-3 DIAFRAGMA EXTREMO DIAFRAGMA EXTREMO DIAFRAGMA CENTRAL 5 5 5 5 5 CORTE A-A Esc. 1:25 5 5 5 5 5 \A1;Barbacanas de PVC Ø4 c/3m Esc. 1:25 CORTE B-B 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 A A B B NIVEL 229.62 NIVEL 227.52 PLANTA Y CORTES SUPERESTRUCTURA DE PUENTE \A1;Ø8 c/10 21 \A1;Ø8 c/10 22 22 21 20 \A1;Ø8 c/10 \A1;Ø8 c/10 Ø8 c/10 \A1;Armadura inferior 10 Est.Ø12 Est.Ø12 10 8 \A1;10Ø12 19 Ø12 c/20 7 4 Ø16 Ø12 c/20 19 \A1;Armadura inferior \A1;10Ø12 8 Est. Ø12 9 3Ø12 13 Ø12 c/20 14 13 3Ø12 14 Ø12 Ø12 13 15 Est. Ø10c/20 ARMADURA EN VIGAS LONGITUDINALES Esc. 1:25 Esc. 1:25 ARMADURA EN DIAFRAGMAS DISTRIBUCION ENPALME ARMADURA INF. Esc. 1:10 Esc. 1:25 ARMADURA EN EJE APOYOS ARMADURA EN EJE TRANSVERSAL Esc. 1:25 18 Ø12 c/20 Ø12 c/10 16 Est.Ø12 11 12 Est. Ø12 5 5 5 5 5 5 Ø12 c/20 19 19 Ø12 c/20 Ø12 c/10 17 11 Est.Ø12 Est. Ø12 12 \A1;10Ø12 8 17 Ø12 c/10 8 Ø16 7 Armadura inferior 8 10Ø12 Armadura inferior 8 \A1;10Ø12 11 Est.Ø12 Est. Ø12 12 Armadura inferior 12 Est. Ø12 Est.Ø12 11 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 10 10 9 9 9 9 9 a2 a3 a4 a1 2 2 5 3 3 5 2 5 5 5 5 5 5 2 5 3 3 5 2 2 5 2 1 1 4 6 6 4 1 1 4 6 1 2 5 a2 a3 a4 5 4 1 6 5 1 1 5 6 6 4 1 1 4 5 a1 a4 a3 a2 Armadura inferior Armadura superior Ø12c/10 5 Est. Ø12 c/15cm 5 Est. Ø12 c/30 5 Est. Ø12 c/20 5 Est. Ø12 c/30 5 Ø12c/10 5 Est. Ø12 c/15cm 5 Armadura superior ARMADURA INFERIOR 3 2Ø25 3Ø25 2 2Ø25 3 5 5 5 5 2 3Ø25 5 5 2Ø25 5 5 2Ø25 5 5 5 5 5 5 3Ø25 4 1 5Ø25 3Ø25 6 5 5 5 5 5 \A1;4Ø16 7 7 \A1;4Ø16 Ø8 c/10 20 \A1;Ø8 c/10 \A1;Ø8 c/10 21 22 PLANILLA DE ACERO 5 5 5 5 Ø12 c/10 17 17 Ø12 c/10 Diametro Numero de (mm) elementos 1 25 5 3 12.00 180.00 3.85 693.00 2 25 6 3 5.10 91.80 3.85 353.43 3 25 4 3 6.03 72.36 3.85 278.59 4 25 3 3 12.00 108.00 3.85 415.80 5 25 4 3 12.00 144.00 3.85 554.40 6 25 3 3 12.00 108.00 3.85 415.80 7 16 8 3 12.00 288.00 1.58 455.04 8 12 10 3 17.45 523.50 0.89 465.92 9 12 81 3 2.92 709.56 0.89 631.51 10 12 18 3 3.00 162.00 0.89 144.18 11 12 81 3 1.47 357.21 0.89 317.92 12 12 81 3 1.47 357.21 0.89 317.92 13 12 6 3 6.35 114.30 0.89 101.73 14 12 12 3 3.85 138.60 0.89 123.35 15 10 20 3 2.85 171.00 0.62 106.02 16 12 175 1 4.40 770.00 0.89 685.30 17 12 40 1 17.45 698.00 0.89 621.22 18 12 88 1 4.40 387.20 0.89 344.61 19 12 20 1 17.45 349.00 0.89 310.61 20 8 20 2 17.45 698.00 0.39 272.22 21 8 175 2 0.91 318.50 0.39 124.22 22 8 175 2 1.39 486.50 0.39 189.74 7922.50 Peso Unit. [kg/m] Peso Total [kg] TOTAL KG Codigo Cantidad Long. Unit. [m] Long. Total [m] SUPERESTRUCTURA DETALLE DE ARMADURA \A1;6 Ø20 e1 e1 e2 e2 PLANTA ESTRIBO Esc. 1:50 Esc. 1:50 VISTA FRONTAL ESTRIBO SECCION ESTRIBO Esc. 1:50 Esc. 1:50 ARMADURA EN ESTRIBO ARMADURA EN ESTRIBO Esc. 1:50 CORTES PILOTE Esc. 1:25 CORTE e2-e2 CORTE e1-e1 5 5 1 3 Est. Ø12 c/25 2 \A1;6 Ø20 3 \A1;6 Ø20 1 1 6 Ø20 \A1;6 Ø20 2 \A1;6 Ø20 1 Est. Ø12 c/25 Est. Ø12 c/25 3 3 Est. Ø12 c/25 1 \A1;6 Ø20 Est. Ø12 c/25 3 2 \A1;6 Ø20 6 Ø20 1 3 Esc. 1:25 DETALLE ARMADURA DADOS 6a 8 Ø12 4 Ø12 6b 5 5 5 5 Ver detalle de armadura dados 4 20 Ø10 contorno 6 5 Est. Ø10c/20 13 doble rejilla Ø10c/20 5 Relleno Compactado 5 Tubo de Drenaje d 4" L=20cm de PVC \A1;Colocar grava con d <= \S1#2;" INTERIOR ESTRIBO 1.00m d 10 Acero de Refuerzo Lado Interno Esc. 1:50 ARMADURA EN ALERO CORTE EN ALERO Esc. 1:50 Ø12 c/20 7 8 Est. Ø12c/20 8 7 Ø12c/20 Ø10c/20 9a 10a Est. Ø10c/20 21 Ø12 c/20 9b Ø10c/20 Est. Ø10c/20 10b 11 Ø12 c/20 6Ø8 12 Ø10c/20 14 12 6 Ø8 Ø12 c/20 11 14 Ø10c/20 doble rejilla Ø10c/20 13 15 Ø10c/20 refuerzo Ø10 c/20 15 14 5 5 5 Ref. Ø10c/20 16 Ø10c/20 13 Ø12 c/20 17 18 Est.Ø12 c/20 Est.Ø10 c/20 19 20 Est. Ø10 c/20 5 5 5 5 5 5 5 5 5 5 Pilote de Ø60cm 5 5 5 5 5 5 \A1;Neopreno compuesto \A1;Dado de Hº \A1;Diafragma arriostre losa de aproximación Diente p/losa de aprox. 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 Ø10c/20 9b 5 5 5 5 +224.000 +214.000 +230.580 +230.000 +214.000 +224.000 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 \A1;Continuidad de pilote \A1;Hormigón pobre 5cm \A1;Hormigón pobre 5cm \A1;Neopreno compuesto 4 20 Ø10 contorno 5 Est. Ø10c/20 Ø10c/20 9a 10a Est. Ø10c/20 21 Ø12 c/20 Ver detalle de armadura dados Esc. 1:25 DETALLE ARMADURA CABEZAL Est. Ø10c/20 5 4 20 Ø10 contorno 5 5 5 Est. Ø12 c/25 Est.Ø12 c/20 INFRAESTRUCTURA - ESTRIBO DIMENSIONES Y ARMADURA 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 2 d 10 2 d 10 Est. 6 d 6 c/15 <> 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 Sello Elastomerico 50mm \A1;Relleno de Plastoformo 50mm Angular 100x100x10 Acero de construccion 8 8 superestructura puente estribo puente 5 5 5 5 5 5 5 \A1;Placas de acero PLANTA DISTRIBUCION DE BARANDA Esc. 1:50 Esc. 1:50 ELEVACION DISTRIBUCION DE BARANDA Esc. 1:20 DETALLE DE BARANDA Esc. 1:10 NEOPRENO COMPUESTO Esc. 1:5 DETALLE DE CANTONERA 80 \H0.3999x;Ton Señal (1) Informativa de Identificacion Señal (2) 5 5 PTE. MAMORECILLO SEÑALIZACION Esc. 1:50 5 Capacidad Maxima 5 5 5 5 4 d 10 4 d 10 1 1 Est. Ø6 c/25 2 4 3 \A1;2Ø10 3 5 \A1;Barbacanas de desague PCV Ø4" 5 5 5 5 5 5 Ø10 c/15cm BARANDA - NEOPRENO JUNTA DE DILATACION - SEÑALIZACION

Language	Spanish
Drawing Type	Block
Category	Roads, Bridges and Dams
Additional Screenshots
File Type	dwg
Materials	Steel, Other
Measurement Units	Imperial
Footprint Area
Building Features
Tags	autocad, block, bridge, DWG