Plans Details Of Bridge Structures DWG Plan for AutoCAD

Details – Specifications – sizing – Construction

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

railing anchor, sardinel, lower face, top face, elastomeric seal, tecnoport, tube contour weld, elastomeric joint, berm, channel, progressive, location, concrete, construction joint, with stone anchors, board, construction, – in upper slab and abutment crown, concrete, technical specifications, date, modification, item, description, revised, approval, cement: portland type ms, cured: chemical curator, district:, approval:, revision:, province: , department:, design:, date:, drawing:, scale:, topography:

Raw text data extracted from CAD file:

\A1;.30 \A1;.95 \A1;.95 \A1;.25 \A1;.25 \A1;.25 \A1;.25 \A1;.30 \A1;.25 \A1;.25 \A1;.25 \A1;.25 \A1;.25 \A1;.25 \A1;.25 \A1;.25 \A1;.25 \A1;.25 \A1;.25 \A1;.25 \A1;.25 \A1;4.00 \A1;.25 \A1;.25 \A1;.25 \A1;.20 \A1;.20 \A1;.20 \A1;.20 \A1;.20 \A1;.300 \A1;.300 \A1;.075 \A1;.05 \A1;.25 \A1;1" \A1;.30 \A1;.25 \A1;.25 \A1;.25 \A1;.25 \A1;.25 \A1;4.00 \A1;.25 \A1;.25 \A1;.50 \A1;.50 \A1;.20 \A1;.30 \A1;.30 \A1;.57 \A1;.25 \A1;.95 \A1;1.00 \A1;.95 \A1;1.00 \A1;1.48 \A1;.25 \A1;.25 \A1;4.00 \A1;.25 \A1;.25 \A1;3.00 CORTE A-A \H0.6x;\lESCALA 1:25 1:1 1:1 5 <> <> Baranda de Tuberia Galvanizada (estandar) d 2" <> <> <> <> 5 <> <> <> <> <> <> Ver Detalle N°1 PLANTA ARMADURA \H0.6x;\lESCALA 1:25 <> <> <> <> <> <> <> 5 5 5 <> 5 5 5 5 Junta Elastomérica e : 1" Concreto f'c=175Kg/cm² d1"@ 0.10m d5/8"@0.18m d1/2"@0.20m d1/2"@0.20m Anclaje de Baranda Corona de estribos Concreto f'c=210Kg/cm² d5/8"@0.25m L=0.40m 5 4d1/2" d3/8"@0.20m d3/8"@0.20m 4d1/2" Concreto f'c=210Kg/cm² Concreto f'c=210Kg/cm² Junta Elastomérica espesor:1" Sardinel Sardinel C.S 1/2"@0.20 C.S 5/8"@0.18 C.I Ø1" @.10 C.I. 1/2"@0.20 CARA INFERIOR CARA SUPERIOR 4d1/2" d3/8"@0.20m B B A A 5 5 1:1 1:1 1:1 Concreto f'c=175Kg/cm² + 40% de Piedra Grande CORTE B-B \H0.6x;\lESCALA 1:25 Baranda de Fierro Galvanizado d 2" Concreto f'c=210Kg/cm² 5 Concreto Armado f'c=210Kg/cm² Junta Elastomérica e:1" d5/8"@0.18m d1"@0.10 d3/8";1@0.05,3@0.10,4@0.15,R@0.25 d1/2"@ .20 Anclaje de Baranda Sardinel 2d1/2" 2d5/8" DETALLE 1 \H0.6x;\lESCALA 1:10 Sello Elastomérico 5 Tecnoport Baranda de f°g° d2" 5 1" Plancha e=3/8" 0.075x0.075m Acero corrugado d3/8"soldado a platina Soldadura de Contorno del tubo d1/2"@ .20m d1"@0.10 5 Carton Embreado 0.5 cm. d5/8"@0.18m Concreto f'c=175Kg/cm² + 40% de Piedra Grande Sardinel Concreto Armado f'c=210Kg/cm² Sardinel Anclaje de Baranda 5 Junta Elastomérica espesor:1" Junta Elastomérica espesor:1" Ver Detalle N°2 DETALLE 2 \H0.6x;\lESCALA 1:10 Baranda de f°g° d2" Carton Embreado 0.5 cm. d1/2"@ .20 d5/8"@0.18m d 1"@.10m Soldadura de Contorno del tubo Plancha e=3/8" 0.075x0.075m Junta Elastomérica 3d1/2" 4d1/2" 2d5/8" d3/8"@0.20 PLANTA \H0.6x;\lESCALA 1:25 <> <> <> <> 5 5 5 Junta Elastomérica espesor:1" Baranda de Fierro Galvanizado d 2" Sardinel Sardinel B B A A Junta Elastomérica espesor:1" Junta Elastomérica espesor:1" Junta Elastomérica e:1" 5 5 Baranda de Fierro Galvanizado d 2" \A1;.50 \A1;.50 BERMA DEL CANAL BERMA DEL CANAL BERMA DEL CANAL BERMA DEL CANAL PROGRESIVA DE UBICACION +40% de P.G. Concreto f'c=175 Kg/cm² 22.745 \A1;.50 \A1;.50 Rc Rc Junta de Construcciòn con anclajes de piedra 5 5 5 Anclaje Ø5/8" @.25 L=0.50 Anclaje Ø5/8" @.25 L=0.50 .57 \A1;.825 Junta de Construcciòn 1 .5 1 .5 Junta de Construcciòn \A1;.57 5 \A1;.825 \A1;Ø 5/8"@0.25 d1/2"@ .225 d 1/2"@ .20 d3/8";1@0.05,3@0.10,4@0.15,R@0.25 d 1/2"@.20 22.744 24.595 PROGRESIVA 3+083.20 1.00 1.00 1.50 .10 1.50 .35 .30 .45 .45 6.50 .10 1.50 0.35 6.50 1.50 3.00 1.50 1.70 3.00 1.70 1.50 3.00 1.50 .25 .25 .35 1.50 .10 .25 .35 .45 .45 6.50 1.50 3.00 1.50 .25 .25 1.50 \A1;.20 3.00 \A1;.20 1.50 1.50 \A1;.20 1.50 3.00 \A1;.20 .25 .35 .25 .25 .35 d1/2"@0.20m <> <> <> <> 5 5 5 5 5 5 5 t = 0.88 kg/cm2 ENCOFRADO : Caravista (01) ACERO : f'y=4200Kg/cm2 - En Losa Superior y corona de estribos, concreto RECUBRIMIENTOS: Muros 4cm, Losas 3 cm, Viga Sardinel 4cm CONCRETO : - En losa Inferior Cº simple, f'c=175kg/cm2. ESPECIFICACIONES TECNICAS LONGITUD EMPALME: minimo 36 Ø SOBRECARGA : HS-20 (Norma AASHTO) FECHA MODIFICACION FECHA ITEM A B C DESCRIPCION REVISADO APROBACION FIRMA/OFICIO APROBACION f'c=210kg/cm2. - Estibos de concreto ciclopeo f'c=140 kg/cm2.+40%P.G. CEMENTO: Portland tipo MS CURADO: curador quimico Distrito : Aprobación : Revisión : Provincia : Departamento : Diseño : Fecha : Dibujo : Escala : Topografia : \T1.15;PLANTA, PERFIL Y DETALLES ESTRUCTURALES PUENTE TIPICO KM. 2+472.40

Language	Spanish
Drawing Type	Plan
Category	Roads, Bridges and Dams
Additional Screenshots
File Type	dwg
Materials	Concrete, Other
Measurement Units	Metric
Footprint Area
Building Features
Tags	autocad, bridge, construction, details, DWG, plan, plans, sizing, specifications, structures

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