Bridge DWG Detail for AutoCAD

Bridge 6.25m longitudinal slab armor columns and walls more details

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

load blade, concentrated, for moments, for cutting, uniform load: live, mobile loads, clear and width of, loaded path, path,: for design, longitudinal view, board, cross section, main, own compacted and controlled material, wall-column, general plan of the pontoon, elevation of the column wall and retaining walls, transversal in heel, transversal to the tip, longitudinal in tip, longitudinal in heel, vertical steel, interior, transversal steel, exterior, pl. pole base, section aa, approach slab, eave wall, footing, longitudinal elevation, longitudinal geometry, slab and column wall reinforcement, eave wall and y railings, railings, filling, load concentration, slab approach, profile longitudinal

Raw text data extracted from CAD file:

CAMIÓN AASHTO LRFD HL-93 DE DISEÑO \A1;4300mm (14′-0″) \A1;4300mm a 9000mm \A1;CLARO Y ANCHO DE \A1;600 \A1;1800 \A1;600 \A1;3000 \A1;ANCHO DE VIA 3600 \A1;4.85 \A1;6.85 \A1;2.60 \A1;3.30 \A1;0.70 \A1;0.70 \A1;0.10 \A1;2.20 \A1;2.20 \A1;0.30 \A1;4.85 \A1;3.30 \A1;0.40 \A1;0.70 \A1;0.70 \A1;1.20 \A1;0.30 \A1;0.70 \A1;1.20 \A1;0.10 \A1;0.15 \A1;Ø1/2″@0.25 \A1;0.30 \A1;Ø1/2″@0.25(A/CE) \A1;0.35 \A1;Ø1/2″@0.25 \A1;1.20 \A1;0.30 \A1;0.70 \A1;4.85 \A1;0.70 \A1;0.30 \A1;1.20 \A1;0.30 \A1;0.80 \A1;4.65 \A1;0.80 \A1;0.30 \A1;0.30 \A1;0.40 \A1;Ø1/2″@0.25 \A1;0.30 \A1;4.85 \A1;0.70 \A1;1.40 \A1;0.30 \A1;0.70 \A1;1.40 \A1;9.65 \A1;0.70 \A1;0.10 \A1;2.10 \A1;2.10 \A1;13.85 \A1;1.10 \A1;0.80 \A1;1.60 \A1;1.10 \A1;4.10 \A1;0.60 \A1;34° \A1;0.80 \A1;1.50 \A1;1.85 \A1;5.00 \A1;2.79 \A1;0.40 \A1;0.40 \A1;2.79 \A1;0.80 \A1;2.10 \A1;1.50 \A1;4.15 \A1;2.95 \A1;2.95 \A1;0.30 \A1;1.00 \A1;0.75 \A1;0.30 \A1;1.60 \A1;0.40 \A1;0.70 \A1;0.40 \A1;0.70 \A1;0.30 \A1;1.20 \A1;3.35 \A1;0.30 \A1;7′ \A1;10′ \A1;8′ \A1;0.30 \A1;0.50 \A1;0.85 \A1;4″ \A1;17.5 mm 0,18 0,25 \A1;1.65 \A1;1.65 \A1;1.65 \A1;0.25 \A1;0.12 \A1;0.25 \A1;0.12 \A1;0.25 \A1;0.25 \A1;3.00 \A1;0.30 \A1;0.40 \A1;0.70 \A1;0.30 \A1;0.25 \A1;0.12 \A1;0.25 \A1;0.20 \A1;0.40 \A1;126° \A1;42° \A1;42° \A1;0.25 \A1;0.30 \A1;0.30 \A1;0.15 \A1;0.25 \A1;0.30 \A1;0.30 \A1;0.35 \A1;Ø1/2″@0.25 \A1;0.20 \A1;2.10 \A1;2.10 \A1;6.25 \A1;4.68 \A1;0.50 \A1;0.15 \A1;0.65 \A1;4.68 \A1;0.50 \A1;0.65 \A1;3.74 \A1;3.74 \A1;3.74 \A1;0.65 \A1;0.15 \A1;0.50 \A1;3.74 \A1;0.65 \A1;0.15 \A1;0.50 \A1;3.85 \A1;3.85 \A1;1.00 \A1;0.75 \A1;0.30 \A1;0.35 \A1;0.35 \A1;1.60 \A1;1.60 \A1;30-15 \A1;0.30 \A1;0.30 \A1;1.65 \A1;0.30 \A1;6.25 \A1;1.65 \A1;1.65 \A1;4.62 \A1;126° \A1;126° \A1;126° \A1;42° \A1;42° \A1;101° \A1;101° \A1;101° \A1;101° \A1;6.25 \A1;0.20 \A1;0.30 \A1;0.16 \A1;2.60 \A1;2.48 \A1;4.09 \A1;6.85 \A1;10.00 \A1;2.60 \A1;2.90 \A1;0.70 \A1;0.40 \A1;6.28 1:100 – A4 CARGA CUCHILLA CONCENTRADA 100210 N (22500 lbs) 144747 N (32500 lbs) PARA MOMENTOS PARA CORTE – 9.3 KN/m POR VIA CARGADA CARGA UNIFORME: HL-93 4300mm (14′-0″) 4300mm a 9000mm 1P 4.14P 4.14P CARGAS VIVAS MOVILES CLARO Y ANCHO DE VIA CARGADA 600 1800 600 3000 ANCHO DE VIA 3600 * * * VEREDA : PARA DISEÑO DE LOSAS = 300 mm 1.- CAMION ESTANDAR 2.- VIA CARGADA VISTA LONGITUDINAL TABLERO SECCION TRANSVERSAL 35 KN 145 KN 145 KN 110KN 110 KN 5 5 5 5 5 5 5 5 5 solado fc=100kg/cm2 solado fc=100kg/cm2 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 Ø1/2″@0.25 5 5 Ø3/4″ @ 0.15 Acero (+) Ø 3/4″ @ 0.30 Principal Acero (-) Acero (-) Ø1/2″@0.25(A/CE) Ø1/2″@ 0.20 Ø1/2″@ 0.20 Ø 3/4″ @ 0.15 Ø 5/8″ @ 0.20 solado fc=100kg/cm2 Material Propio Compactado y Controlado Ø 1/2″ @ 0.30 Ø 1/2″ @ 0.30 5 5 Ø 3/4″ @ 0.30 Ø 3/4″ @ 0.30 Ø1/2″@0.25 5 5 5 5 5 5 5 5 5 5 5 5 5 5 Ø1/2″@0.25 Ø 3/4″ @ 0.15 Ø 5/8″ @ 0.20 Ø 1/2″ @ 0.20 Ø1/2″@0.25 5 5 5 5 5 5 5 5 5 5 5 ZAPATA fc=210kg/cm2 ZAPATA fc=210kg/cm2 solado fc=100kg/cm2 solado fc=100kg/cm2 LOSA fc=280kg/cm2 MURO-COLUMNA fc=280kg/cm2 MURO-COLUMNA fc=280kg/cm2 LOSA DE PISO fc=210kg/cm2 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 Escala 1/100 PLANTA GENERAL DEL PONTON Escala 1/100 ELEVACION DE MURO COLUMNA Y MUROS DE CONTENCION 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 transversal en talón 1 Ø 5/8″ @ 0.15 5 5 5 5 5 5 1 Ø 5/8″ @ 0.25 transversal a la punta 1 Ø 1/2″ @ 0.25 longitudinal en punta 1 Ø 1/2″ @ 0.25 5 1 Ø 3/4″ @ 0.20 longitudinal en talón SOLADO t = 0.10 M, fc=100kg/cm² 5 Ø3/4″ @ 0.30 Acero (+) solado fc=100kg/cm2 5 5 1 Ø 3/4″ @ 0.20 Acero Vertical 1 Ø 1/2″ @ 0.25 Interior Acero Transversal Interior Acero Vertical Exterior 1 Ø 1/2″ @ 0.25 Acero Transversal Exterior 5 Ø 3/4″ @ 0.15 Acero Transversal Acero Transversal Acero Transversal Acero Transversal 5 30-15 7′ 10′ 8′ PL 1/2″x7″x10″ ESC: 1/5 PL. BASE DE POSTE 5 5 5 SECCION A-A ESC: 1/20 PL 1/2″x7″x10″ 4″ 4 Pernos d5/8″ 1/4″ 1/4″ Perfil W6x20 17.5 mm PL 1/2″x7″x10″ 5 5 5 5 5 PL 1/2″x7″x10″ Tubos Standar d=3″ PL 1/2″x7″x10″ A 5 5 A Perfil W6x20 5 5 5 5 Perfil W6x20 LOSA DE APROXIMACIÓN 5 1 Ø 3/8″ @ 0.30 1 Ø 3/8″ @ 0.30 Escala 1/25 MURO-COLUMNA 5 5 RELLENO COMPACTADO AL 95% DEL PROCTOR MODIFICADO EN CAPAS DE 0.20M 5 5 5 E=3/8″:1@0.05, 10@0.10, R@0.20 C/E 6 Ø 5/8″ 5 LOSA fc=280kg/cm2 MURO-COLUMNA fc=280kg/cm2 MURO-COLUMNA fc=280kg/cm2 LOSA DE PISO fc=210kg/cm2 LOSA-VIGA fc=280kg/cm2 MURO ALERO fc=210kg/cm2 MURO-COLUMNA fc=280kg/cm2 fc=210kg/cm2 ZAPATA fc=210kg/cm2 ZAPATA fc=210kg/cm2 ZAPATA Escala 1/100 ELEVACION LONGITUDINAL Escala 1/25 GEOMETETRIA LONGITUDINAL Escala 1/25 ARMADO DE LOSA Y MURO COLUMNA Escala 1/25 ARMADO DE MURO ALERO Y-Y BARANDAS Escala 1/30 V-A Escala 1/25 V-A 5 5 5 5 5 5 PONTON 6.25M 5 5 5 5 solado fc=100kg/cm2 solado fc=100kg/cm2 ZAPATA fc=210kg/cm2 ZAPATA fc=210kg/cm2 MURO ALERO fc=210kg/cm2 MURO ALERO fc=210kg/cm2 0.000% ZAPATA fc=210kg/cm2 ZAPATA fc=210kg/cm2 solado fc=100kg/cm2 solado fc=100kg/cm2 LOSA fc=280kg/cm2 MURO-COLUMNA fc=280kg/cm2 MURO-COLUMNA fc=280kg/cm2 LOSA DE PISO fc=210kg/cm2 5 solado fc=100kg/cm2 solado fc=100kg/cm2 MURO ALERO MURO ALERO RELLENO RELLENO P \A1;0.60 \A1;1.80 P R1 \A1;0.20 \A1;0.80 \A1;2.40 CONCENTRACIÓN DE CARGAS R1 = 1.42 P \A1;0.80 \A1;0.80 R2 R2 = 0.58 P 5 5 5 5 5 5 5 5 5 5 5 5 5 MURO ALERO fc=210kg/cm2 Y Y Y Y 5 5 5 5 5 5 5 5 5 5 5 5 LOSA DE APROXIMACION fc=210kg/cm2 LOSA DE APROXIMACION fc=210kg/cm2 3816.00 3810.00 3812.00 3814.00 3818.00 3820.00 4572 Escala 1/100 PERFIL LONGITUDINAL 5