Vehicular Bridge DWG Plan for AutoCAD

Vehicular Bridge DWG Plan for AutoCAD

vehicular bridge. Plan – Section – Details

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

transverse super structure symmetry with respect to, drop, without scale, c supports, outer diaphragm, road to, longitudinal symmetrical superstructure with respect to, diaphragm construction meeting, transverse symmetrical superstructure with respect to, supports, or cms, free space between beds , topographical survey :, vehicular bridge, community, project :, content :, consultant :, indicated, scale:, review design :, design drawing :, responsible, date:, sheet no :, topography calculation :, owner:

Raw text data extracted from CAD file:

10 10 30 18 50 L C 6 5 23 18 60 15 1 26 5 260 12 28 6 32 49 80 175 1 50 87 112 68 13.5 1000 20 33.5 194.00 195.50 10 10 12 9 194.00 194.00 20 33.5 195.50 20 10 5.00 340 515 10 10 30 18 60 42 10 28 6 225 340 18 @20 30 120 5 @30 300 200 12 \A1; \A1; \A1; \A1; \A1; \A1; \A1; \A1; \A1; \A1; \A1; \A1; \A1; \A1; \A1; \A1; \A1; \A1; \A1; \A1; \A1; \A1; \A1; \A1; \A1; \A1; \A1; \A1; \A1; \A1; \A1; \A1; \A1; \A1; \A1; \A1; 10 10 30 18 50 2 D1 No.5 5 D3 No.4 @36 ENTRE VIGAS ALTERNOS CON L4 No.4 \C1;CAMA INFERIOR \C4;PLANTA \C1;CAMA SUPERIOR ESCALA 1/50 \C4;ELEVACION ESCALA 1/50 \C4;SECCION A-A ESCALA 1/20 6 5 TRANSVERSAL SUPER ESTRUCTURA SIMETRIA RESPECTO A 4 A1 No.4 @23 6 A2 No.4 @30 ENTRE POSTES 23 4 L4 No. 4 @36 ENTRE VIGAS 5 D3 No.4 @36 ENTRE VIGAS ALTERNOS CON L4 L1+L2 18 60 2 % 5 5 5 5 GOTA 260 3A3 No. 5 BAJO CADA POSTE 4A1 No.4 @23 6 A2 No.4 @30 ENTRE POSTES 8L4 No.4 @12 2L4 No.4 @18 37 L3 No.5 @26 2L4 No.4 @18 2L4 No.4 @25 12 2V4 No.4 37 L1 No.5 @26 4 L4 No.4 @36 2L4 No.4 @25 4L4 No.4 @36 ENTRE VIGAS TUBO DE DRENAJE Ø10 DE HIERRO GALVANIZADO @300 2L4 No.4 @25 SIN ESCALA \C4;DETALLE DEL TRASLAPE VER NOTA 9 28 3 D2 No.5 7 EST D4 No.4 @25 ENTRE VIGAS 6 \C4;DIAFRAGMA EXTERIOR ESCALA 1/12.5 32 49 80 175 5 3 A3 No.5 BAJO CADA POSTE 50 87 112 68 L4 D2 7 EST D5 No.4 @25 ENTRE VIGAS 4 L4 No. 4 @25 36 L2 No.5 @26 8 L4 No.4 @12 ENTRE VIGAS 13.5 1000 C APOYOS L 20 33.5 194.00 195.50 C L C APOYOS DIAFRAGMA EXTERIOR DIAFRAGMA EXTERIOR L C CARRETERA A LONGITUDINAL SUPERESTRUCTURA SIMETRICA RESPECTO A C L L C 10 10 L3 JUNTA DE CONS_ TRUCCION EN LOS DIAFRAGMAS JUNTA DE CONTRUCCION EN EL MORDIENTE (VER NOTA 14) D3 12 9 194.00 194.00 195.50 33.5 20 TRANSVERSAL SUPERESTRUCTURA SIMETRICA RESPECTO A L 20 10 5.00 1A 2 V2 No.11 + 1 V3 No.11 340 B B EST V9 No.4 515 6 V1 No.11 1A C APOYOS L 10 42 ESCALA 1/12.5 \C4;SECCION B-B 6 EST V5 No.4 28 D4 2 V4 No.4 60 18 30 10 10 1 1A L3 L4 L4 L1+L2 1A O CMS 1 Y ESPACIO LIBRE ENTRE CAMAS 225 ESCALA 1/25 \C4;REFUERZO EN VIGAS 340 18 @20 30 120 C L TRANSVERSAL SUPER ESTRUCTURA SIMETRIA RESPECTO A C L 5 @30 2L4 No.4 @25 2V4 No.4 36 L2 No.5 @26 5 D3 No.4 @36 ALTERNOS CON L4 2D1 No.5 300 200 12 SUPERESTRUCTURA DE 10 MTS LEVANTAMINETO TOPOGRAFICO: PUENTE VEHICULAR LONGITUD 10.00 MTS COMUNIDAD PROYECTO: CONTENIDO: CONSULTOR: 4 INDICADA ESCALA : REVISO DISEÑO: DIBUJO DISEÑO: RESPONSABLE FECHA : HOJA No: CALCULO TOPOGRAFIA: PROPIETARIO: ENERO DEL 2,002 7

Language	Spanish
Drawing Type	Plan
Category	Roads, Bridges and Dams
Additional Screenshots
File Type	dwg
Materials	Other
Measurement Units	Metric
Footprint Area
Building Features
Tags	autocad, bridge, details, DWG, plan, section, vehicular