Typical Sections Of Highway Asphalt DWG Section for AutoCAD

Typical Sections Of Highway Asphalt DWG Section for AutoCAD

Section Rolling Road Typical Asphalt Binder type; samples as drainage ditches, type of material and sections asphalt; Section constructive dimensions; slope.

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

build, existing, selected material, existing, of thickness, existing base layer of thickness, double asphalt seal, existing, typical road section, esc: up, double seal, asphaltic, double seal, asphaltic, it varies, put material, selected from, thickness, put base layer of crushed gravel stone of maximum size of thickness, asphalt folder, put of, of thickness, typical road section, esc: up, double seal, asphaltic, double seal, asphaltic, projection of existing roadway conform, it varies, it varies, construction, existing road, asphalt folder, put of, of thickness, put material, selected from, thickness, put base layer of crushed gravel stone of maximum size of thickness, Layer of additional base layer on shoulder to level rolling, put material, selected from, thickness, put base layer of crushed gravel stone of maximum size of thickness, Layer of additional base layer on shoulder to level rolling, the slope will coincide with the exposed face of the paved gutter, fc, the slope will coincide with the exposed face of the paved gutter, fc, the slope will coincide with the exposed face of the paved gutter, fc, the slope will coincide with the exposed face of the paved gutter, fc, projection of existing roadway conform, typical of highway road:, double asphalt seal, put base layer of crushed gravel stone of maximum size of thickness, place selected thick material, it varies

Raw text data extracted from CAD file:

W GV D H Y D O S W S D Y H WV TP D \A1;2.50 \A1;0.90 \A1;1.00 \A1;VARIA \A1;VARIA \A1;1.00 \A1;3.00 \A1;3.00 \A1;1.00 \A1;VARIA \A1;VARIA \A1;0.50 \A1;AMPLIACION A CONSTRUIR \A1;AMPLIACION A CONSTRUIR \A1;CARRETERA EXISTENTE \A1;0.50 \A1;0.60 \A1;0.075 \A1;0.30 \A1;0.90 \A1;0.60 \A1;0.075 \A1;0.30 \A1;0.90 \A1;0.60 \A1;0.075 \A1;0.30 \A1;0.90 \A1;0.60 \A1;0.075 \A1;0.30 \A1;3.00 \A1;3.00 \A1;VARIA \A1;VARIA \A1;0.60 \A1;0.075 \A1;0.30 \A1;0.60 \A1;0.075 \A1;0.30 \A1;1.00 \A1;2.50 \A1;0.90 \A1;0.90 2.0 % 2.0 % 5.0 % MATERIAL SELECTO EXISTENTE DE e= 0.15 m DE ESPESOR CAPA BASE EXISTENTE DE e = 0.13 m DE ESPESOR DOBLE SELLO ASFALTICO EXISTENTE SECCION TIPICA DE CARRETERA ESC: 1/20 0K+000 HASTA 3K+940 5 5 5 DOBLE SELLO ASFALTICO DOBLE SELLO ASFALTICO 5 5.0 % 1.5:1 1.5:1 5 VARIA VARIA 2.0 % 2.0 % 5.0 % COLOCAR MATERIAL SELECTO e= 0.15 m DE ESPESOR COLOCAR CAPA BASE DE PIEDRA O GRAVA TRITURADA DE 1½" DE TAMAÑO MAXIMO DE e = 0.13 m DE ESPESOR CARPETA ASFALTICA A COLOCAR DE 0.05 m DE ESPESOR SECCION TIPICA DE CARRETERA ESC: 1/20 3K+940 HASTA 27K+025 5 5 5 DOBLE SELLO ASFALTICO DOBLE SELLO ASFALTICO PROYECCION DE CALZADA EXISTENTE A CONFORMAR 5.0 % 1.5:1 1.5:1 5 VARIA 1 VARIA 5 AMPLIACION A CONSTRUIR AMPLIACION A CONSTRUIR CARRETERA EXISTENTE 5 CARPETA ASFALTICA A COLOCAR DE 0.05 m DE ESPESOR COLOCAR MATERIAL SELECTO e= 0.15 m DE ESPESOR COLOCAR CAPA BASE DE PIEDRA O GRAVA TRITURADA DE 1½" DE TAMAÑO MAXIMO DE e = 0.13 m DE ESPESOR COLOCAR 0.05m DE CAPA BASE ADICIONAL EN HOMBRO PARA NIVELAR RODADURA COLOCAR MATERIAL SELECTO e= 0.15 m DE ESPESOR COLOCAR CAPA BASE DE PIEDRA O GRAVA TRITURADA DE 1½" DE TAMAÑO MAXIMO DE e = 0.13 m DE ESPESOR COLOCAR 0.05m DE CAPA BASE ADICIONAL EN HOMBRO PARA NIVELAR RODADURA 5 5 2 EL TALUD COINCIDIRA CON LA CARA EXPUESTA DE LA CUNETA PAVIMENTADA 5 1 2 f'c = 3000psi 5 1 5 5 2 EL TALUD COINCIDIRA CON LA CARA EXPUESTA DE LA CUNETA PAVIMENTADA 5 1 2 f'c = 3000psi 5 1 5 5 2 EL TALUD COINCIDIRA CON LA CARA EXPUESTA DE LA CUNETA PAVIMENTADA 5 1 2 f'c = 3000psi 5 1 5 5 2 \W9.50258; EL TALUD COINCIDIRA CON \W9.50670; LA CARA EXPUESTA DE LA \W9.52320; CUNETA PAVIMENTADA \W9.55928; \W9.55928; \W9.55928; 5 1 2 f'c = 3000psi PROYECCION DE CALZADA EXISTENTE A CONFORMAR 5 5 3.0 % 3.0 % \LSECCION TIPICA DE CARRETERATIPICA DE CARRETERA ESC: 1/20 DOBLE SELLO ASFALTICO COLOCAR CAPA BASE DE PIEDRA O GRAVA TRITURADA DE 1½" DE TAMAÑO MAXIMO DE e = 0.15 m DE ESPESOR COLOCAR MATERIAL SELECTO e= 0.15 m DE ESPESOR 1.5:1 1.5:1 VARIA VARIA 5 5 2 5 2 5 5 5 2 5 2 5 1 1 1 1

Language	Spanish
Drawing Type	Section
Category	Construction Details & Systems
Additional Screenshots
File Type	dwg
Materials
Measurement Units
Footprint Area
Building Features	Car Parking Lot
Tags	adobe, asphalt, autocad, bausystem, construction system, covintec, drainage, DWG, earth lightened, erde beleuchtet, HIGHWAY, losacero, plywood, Road, rolling, section, sections, sperrholz, stahlrahmen, steel framing, système de construction, terre s, type, typical