Bridge – Constructive Details DWG Detail for AutoCAD

Constructive Details of bridge

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

r. orellana, name, modif., date, lavalle, med. in, scale:, plant, emission, review, draw, corresponding label, to s.a. san miguel, g. mendoza, lavalle, mts., detail stirrup – reinforcement, river, axle bridge, longitudinal cut, approach, embankment, joint, profiling, embankment, access, wear folder, compression layer, wear folder, beam header, cut aa, wing walls, section transv. footboard detail, neoprene support, anti-earthquake top, footboard view, footboard and geometry detail, on both sides, step, detail of footboard – armature, variable, wing-floor wall, wing-section wall, wall detail wing, wing-foundation wall, wing wall – armor

Raw text data extracted from CAD file:

1 Ø8 c/20 cm 4 ESTRIBOS \A1;3.20 R. Orellana Nombre Modif. Fecha Lavalle mm Med. en ESCALA: 1:1 PLANTA Emision Revisa 08/05/99 Dibuja Fecha 08/05/99 E/…. ROTULO CORRESPONDIENTE a S.A. San Miguel 11/15/99 4 10/10/99 10/05/99 08/05/99 1 2 3 Plano N° 10 G. Mendoza LAVALLE Mts. S/E 05/07/00 F/F.D./Puente/Puente Nº1-4 PUENTE Nº1-4 DETALLE ESTRIBO – ARMADURA F-03 \A1;3.00 Rio Eje Puente 5 ~1:10 \A1; \A1; ~1:5 ~1:5 ~1:10 ~1:5 ~1:5 ~4:50 3.00 Ø0.90-100m PLANTA CORTE LONGITUDINAL aproximación Terraplen de Terraplen de aproximación 3.00 \A1;0.20 \A1;3.20 \A1;0.20 \A1;1.00 \A1;0.46 \A1;1.10 \A1;1.00 \A1;0.30 \A1;0.55 \A1;0.55 \A1;0.20 \A1;0.20 \A1;3.70 \A1;4.10 \A1;0.50 \A1;0.70 \A1;1.20 \A1;0.45 \A1;0.46 \A1;1.10 \A1;1.00 \A1;0.30 \A1;Ø0.90-1.00 \A1;Ø0.90-1.00 \A1;2.80 \A1;0.20 \A1;0.20 \A1;0.35 \A1;0.20 \A1;3.70 \A1;0.20 \A1;0.50-0.60 \A1;1.40 \A1;1.40 \A1;0.60 \A1;0.20 \A1;0.60 \A1;0.20 \A1;0.70 \A1;0.50 \A1;1.90 \A1;0.70 \A1;0.50 \A1;1.90 \A1;Ø0.90-1.00 \A1;1.40 \A1;0.50-0.60 \A1;1.00 \A1;0.20 \A1;0.20 \A1;0.07 \A1;0.10 \A1;0.64 \A1;0.45 \A1;1.20 \A1;0.35 \A1;0.50 \A1;0.10 \A1;0.10 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 Ø0.90-1.00 Ø0.90-1.00 5 5 CTN=±0.00 e=0.07m in situ (e=0.10m) 1.48572266333835 1.48572266333835 1.48572266333835 1.48572266333835 1.48572266333835 -1.30 0.50-0.60 CTN=-7.50 1.40 1.40 1.48572266333835 1.48572266333835 1.48572266333835 1.48572266333835 1.48572266333835 1.48572266333835 1.48572266333835 1.48572266333835 1.48572266333835 1.48572266333835 Junta Junta 0.0 0.0 0.0 CF=-7.50 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 +1.07 -0.50 Perfilado +1.57 Terraplen de acceso Carpeta de Desgaste Capa de compresión Viga 40×40 Carpeta de desgaste Capa de compresión -0.50 VIGA CABECERA CORTE A-A MUROS DE ALAS 5 5 ±0.00 SECCION TRANSV. DETALLE DE ESTRIBO \A1;0.45 \A1;1.20 \A1;0.20 \A1;0.50 \A1;0.55 \A1;Ø=0.90-1.00 \A1;0.45 \A1;1.20 \A1;0.34 \A1;0.30 \A1;0.40 \A1;0.20 \A1;0.20 \A1;3.70 \A1;0.55 \A1;Ø=0.90-1.00 \A1;0.50 \A1;0.35 \A1;Ø=0.90-1.00 \A1;0.25 \A1;0.40 \A1;0.17 \A1;0.05 \A1;0.64 \A1;0.07 \A1;0.05 \A1;2.80 5 5 5 5 5 Ø=0.90-1.00 5 5 5 5 5 5 5 5 5 Ø=0.90-1.00 5 5 Ø=0.90-1.00 5 5 5 5 Viga 40×40 Apoyo de Neopreno 100x200x21 (2 Neopreno e=10mm 1 chapa de acero e=1mm) Tope Antisismico 200x200x21 (2 Neopreno e=10mm 1 chapa de acero e=1mm) 5 5 5 1 1 1 chapa de acero e=1mm) (2 Neopreno e=10mm 100x200x21 Apoyo de Neopreno 5 CORTE 1-1 VISTA ESTRIBO DETALLE DE ESTRIBO Y GEOMETRIA 2 Ø8 c/20cm en ambas caras 1 Ø8 c/25cm en ambas caras 8 2Ø10 5 5Ø12 Ø8 c/15cm 4 Estribos Ø8 c/15cm 3 Ø10 3 Ø10 3 Ø10 3 Ø10 3 Ø10 9 3Ø20 6 6Ø16 9 2Ø20 9 2Ø20 9 3Ø20 7 Estribos en 4 Ramas en ambas caras 1 Ø8 c/25cm en ambas caras 2 Ø8 c/20cm 9 3Ø20 9 2Ø20 9 3Ø20 9 2Ø20 10 + 11 Estribos 10 + 11 Estribos 12 Ø12 (20 barras) 13 Zuncho Ø8 c/15cm 13 Zuncho Ø8 c/15cm de paso de paso 12 Ø12 (20 barras) 1 1 1 Ø8 c/20cm 2 Ø8 c/25cm 5 Ø12 3 Ø10 8 Ø c/15cm 4 Estribo 8 Ø 10 8 Ø 10 6 Ø 16 7 Estribo Ø8 c/15cm (4 Ramas) 9 3Ø20 9 4Ø20 11 Estribos dobles Ø8 c/15cm 10 Estribos dobles 1 Ø8 c/20cm 2 Ø8 c/25cm SECCION 1-1 DETALLE DE ESTRIBO – ARMADURA \A1;0.60 \A1;0.20 \A1;0.10 \A1;0.70 \A1;0.20 \A1;0.10 \A1;0.50 \A1;1.90 \A1;0.50 \A1;0.25 \A1;2.10 \A1;0.46 \A1;1.10 \A1;1.00 \A1;0.25 \A1;0.05 \A1;2.10 \A1;0.20 \A1; L Variable \A1;0.05 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 L Variable 5 MURO DE ALA-PLANTA MURO DE ALA-SECCION DETALLE MURO DE ALA \A1;0.20 5 1 o 2 Ø8 c/15cm en ambas caras en ambas caras 3 o 4 Ø8 c/20cm en ambas caras 1 Ø8 c/15cm en ambas caras 4 Ø6 c/20cm en ambas caras 3 Ø6 c/20cm 7 Ø8 c/20cm 7 Ø8 c/20cm 5 o 6 Ø10 c/15cm 5 o 6 Ø10 c/15cm 8 2 Ø8 2 Ø8 c/15cm en ambas caras 2 Ø8 c/15cm en ambas caras en ambas caras 1 Ø8 c/15cm 7 Ø8 c/20cm 5 Ø10 c/15cm 6 Ø10 c/15cm MURO DE ALA-FUNDACION MURO DE ALA-SECCION 1-1 MURO DE ALA – ARMADURA