Vehicular Bridge – Peatonal DWG Section for AutoCAD

Vehicular Bridge – Peatonal DWG Section for AutoCAD

Vehicular bridge with sections , complete detalles , elevation

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

special project chavimochic, j.c.c., topography :, p.e.ch., cad :, indicated, general manager, regional government freedom, geology :, scale :, design :, revision :, date :, approval :, code :, ing. and. zegarra d., …, lateral channel napo – valley viru, service road, referential transition, plant, section aa, legend, for structures, compacted filling, filling with affirmed, reinforced concrete, section bb, section cc, flooring, dd section, elastomeric joint, tecknopor, plant, – structural, – portland type I cement, – corrugated steel, a.- concrete casting against terrain, technical specifications, and permanently exposed to the, in slabs, b.- exposed concrete to the action of, terrain or weathering in walls, – the minimum spacing between, steel reinforcement will be, – bearing capacity of the, terrain, project :, plane :, location :, improvement of critical sections of the moral irrigation channels, huabo, caña perdida, marinuñez, coton matrix and montevideo del valle jequetepeque – provinces pacasmayo and chepen – freedom, approves :, grll jusdrj, nº lamina :, indica, geometrical characteristics of the pedestrian bridges, dimensions, iii, axis of the main channel, pedestrian bridge, vehicular bridge, geometrical characteristics of vehicular bridges

Raw text data extracted from CAD file:

PROYECTO ESPECIAL CHAVIMOCHIC J.C.C. TOPOGRAFIA: P.E.CH. CAD: ING° ..... C.I.P. N° ..... INDICADA GERENTE GENERAL ING° A. CALDERON C. ING° ... C.I.P. N° ... GOBIERNO REGIONAL LA LIBERTAD GEOLOGIA: ESCALA: P.E.CH. DISEÑO: REVISION: ENERO 2007 FECHA: APROBACION: CODIGO: PROYECTO ESPECIAL CHAVIMOCHIC TOPOGRAFIA: P.E.CH. CAD: ING° T. MIRANDA G. C.I.P. N° 14685 INDICADA C.I.P. N° 08971 ING° H. VERGARA D. ING. E. ZEGARRA D. C.I.P. N° 19065 GOBIERNO REGIONAL LA LIBERTAD GEOLOGIA: ESCALA: ... DISEÑO: REVISION: NOVIEMBRE-2007 FECHA: APROBACION: CODIGO: CANAL LATERAL NAPO - VALLE VIRU 211.03 -236.5971634268408 -236.5971634268408 -236.5971634268408 -236.5971634268408 -236.5971634268408 -236.5971634268408 -236.5971634268408 -236.5971634268408 -236.5971634268408 -236.5971634268408 -236.5971634268408 -236.5971634268408 CAMINO DE SERVICIO 211.03 211.72 210.38 210.77 1 2 1 2 -236.5971634268408 -236.5971634268408 -236.5971634268408 CAMINO DE SERVICIO -236.5971634268408 -236.5971634268408 -236.5971634268408 211.72 211.72 KM 0+465.00 -236.5971634268408 -236.5971634268408 2.65 4.50 TRANSICION REFERENCIAL 1.40 .60 1.125 1.125 .15 .15 3.15 .30 3.00 R=6.00 R=6.00 4.84 3.69 12°27'11" 12°27'11" R=6.00 12°25'0" 208.08 1 1 3 209.03 CAMINO DE SERVICIO CAMINO DE SERVICIO -215.4854007244844 -215.4854007244844 -215.4854007244844 -215.4854007244844 2 2 km 2+272.31 km 2+273.00 3 -215.4854007244844 -215.4854007244844 -215.4854007244844 -215.4854007244844 -215.4854007244844 -215.4854007244844 -215.4854007244844 -215.4854007244844 -215.4854007244844 -215.4854007244844 -215.4854007244844 -215.4854007244844 -215.4854007244844 -215.4854007244844 207.97 -215.4854007244844 -215.4854007244844 -215.4854007244844 -215.4854007244844 -215.4854007244844 -215.4854007244844 -215.4854007244844 -215.4854007244844 -215.4854007244844 -215.4854007244844 -215.4854007244844 208.08 1 1 3 209.03 km 2+263.36 CAMINO DE SERVICIO CAMINO DE SERVICIO -215.4854007244844 -215.4854007244844 -215.4854007244844 -215.4854007244844 2 2 km 2+273.00 3 -215.4854007244844 -215.4854007244844 -215.4854007244844 -215.4854007244844 -215.4854007244844 -215.4854007244844 -215.4854007244844 -215.4854007244844 -215.4854007244844 -215.4854007244844 -215.4854007244844 -215.4854007244844 -215.4854007244844 -215.4854007244844 207.97 -215.4854007244844 -215.4854007244844 -215.4854007244844 -215.4854007244844 -215.4854007244844 -215.4854007244844 -215.4854007244844 -215.4854007244844 -215.4854007244844 -215.4854007244844 -215.4854007244844 206.93 206.93 207.63 .20 1.10 .20 1.50 .80 .20 .25 .30 3.00 .30 .20 1.10 .20 1.50 .80 .20 .25 .30 3.00 .30 .675 .75 1.05 .15 1.125 .60 1.125 .15 R=6.00 R=6.00 R=6.00 R=6.00 6.15 4.06 6.15 8°55'50" 8°55'50" 8°55'50" 8°55'50" .675 .75 1.05 .15 1.125 .60 1.125 .15 R=6.00 R=6.00 R=6.00 R=6.00 6.15 4.06 6.15 8°55'50" 8°55'50" 8°55'50" 8°55'50" .30 .15 .20 1.20 .20 .45 1.60 .50 .50 .20 2.40 1.20 .20 .40 .40 .75 .30 .05 .75 .50 .45 .30 .15 .60 .05 .15 e .25 .20 .30 .15 H1 H2 .60 .05 .019 .01 e .15 Z * H b Z * H .15 1.60 .40 .30 .15 1.20 .20 .20 d\S1#2;" @.30 d\S1#4;" @.10, Resto @.20 .30 .15 .30 .45 .40 .80 d\S1#2;" @.25 d\S1#2;" @.25 d\S1#2;" @.25 d\S1#2;" d\S1#2;" @.25 .40 .20 .15 .75 d\S1#2;" @.25 .75 d\S1#2;" @.25 d\S1#2;" .30 .45 e .75 .50 .75 .50 L b H .75 .50 H b ESC. 1/50 P L A N T A ESC. 1/50 SECCION A-A L E Y E N D A PARA ESTRUCTURAS RELLENO COMPACTADO Rc RELLENO CON AFIRMADO f'c = 210 kg/cm2 CONCRETO ARMADO G' ESC. 1/25 SECCION B-B DETALLE "A" CONCRETO SIMPLE (SOLADO) f'c = 100 kg/cm2 ESC. 1/25 SECCION 1-1 ESC. 1/20 SECCION C-C B 5 5 5 5 H1 H2 5 5 Rc Rc SOLADO ESC. 1/25 DETALLE "A" ESC. 1/25 SECCION D-D C 5 5 e JUNTA ELASTOMERICA TECKNOPOR ESC. 1/5 DETALLE "B" DETALLE "B" ESC. 1/25 SECCION 3-3 ESC. 1/25 SECCION 2-2 ESC. 1/25 SECCION 4-4 ESC. 1/25 SECCION 5-5 PLANTA 1. CONCRETO: - ESTRUCTURAL - CEMENTO PORTLAND TIPO I - ACERO CORRUGADO 3. ACERO DE REFUERZO 2. RECUBRIMIENTOS: A.- CONCRETO VACIADO CONTRA TERRENO f'c=210 kg/cm2 f'y=4200 kg/cm2 t=1.0 kg/cm2 ESPECIFICACIONES TECNICAS Y PERMANENTEMENTE EXPUESTO A EL, EN LOSAS. 75 mm. B.- CONCRETO EXPUESTO A LA ACCION DEL TERRENO O AL INTEMPERISMO EN MUROS BARRAS < A 5/8" 40 mm. BARRAS > A 5/8" 50 mm. - EL ESPACIAMIENTO MINIMO ENTRE REFUERZO DE ACERO SERA 25 mm. - CAPACIDAD PORTANTE DEL TERRENO Z 1 5 5 26 R E G I O N L A L I B E R T A D \H0.625x;Junta de Usuarios Sub Distrito de Riego Regulado Jequetepeque PROYECTO: PLANO: Diseño:\fArial|b0|i0|c0|p34; ING° ILICH LOPEZ CAMONES UBICACION: MEJORAMIENTO DE TRAMOS CRITICOS DE LOS CANALES DE RIEGO MORALES, HUABO, CAÑA PERDIDA, MARINUÑEZ, COTON MATRIZ Y MONTEVIDEO DEL VALLE JEQUETEPEQUE - PROVINCIAS PACASMAYO Y CHEPEN - LIBERTAD FORMAS Y ARMADURAS\H1.5x; \H0.9x;PUENTE PEATONAL \H0.74074x;PLANTA , PERFIL Y DETALLES CAD :\fArial|b0|i0|c0|p34; www. brioingenieros .com.pe APRUEBA: GRLL JUSDRJ FECHA: ESCALA: Nº LAMINA: POA-04 Indica Marzo 2011 Dpto\fArial|b0|i0|c204|p34;\H1.1765x;:\fArial|b0|i0|c0|p34; La Libertad \H0.85x;Prov:\H1.1765x; Pacasmayo \H0.85x;Dist :\H1.1765x; Chepen y Pacasmayo CARACTERISTICAS GEOMETRICAS DE LOS PUENTES PEATONALES L H1 t2 .05 .15 Z * H b Z * H .15 A t .30 A/2 .30 t A/2 t1 .50 a .50 a+1 a+1 .50 a .50 A/2 + t + 0.30 .50 A/2 + t + 0.30 t1 H t1 .012 0.065 .30 .30 2.25 5.10 .012 H .40 .075 t1 .25 .30 .30 .30 .30 .25 2.25 .05 .25 .05 .20 t1 .012 .001 .01 .001 .012 .019 .01 0.065 .15 .01 t3 .01 .012 t3 t1 A/2+t+0.30 .012 .30 t .30 A/2 A/2+t+0.3 H t1 0.065 t A/2 L/2 a .15 0.25 .25 PUENTE^JPEATONAL UBICACIÓN^Jkm TIPO^JCANAL Z b^J(m) H ^J(m) L ^J(m) H1^J(m) H2^J(m) e^J(m) COTAS A B C D PP - 1 0+114 I 1.50 1.00 1.40 5.60 0.35 0.25 0.08 86.16 87.76 87.56 88.51 PP - 2 0+340 I 1.50 1.00 1.40 5.60 0.35 0.25 0.08 85.59 87.19 86.99 87.94 PP - 3 0+530 I 1.50 1.00 1.40 5.60 0.35 0.25 0.08 83.53 85.13 84.93 85.88 PP - 4 0+730 I 1.50 1.00 1.40 5.60 0.35 0.25 0.08 82.06 83.66 83.46 84.41 PP - 5 1+066 I 1.50 1.00 1.40 5.60 0.35 0.25 0.08 79.60 81.20 81.00 81.95 PP - 6 1+215 I 1.50 1.00 1.40 5.60 0.35 0.25 0.08 78.40 80.00 79.80 80.75 PP - 7 1+840 I 1.50 1.00 1.40 5.60 0.35 0.25 0.08 75.43 77.03 76.83 77.78 PP - 8 2+240 II 1.50 1.00 1.30 5.30 0.35 0.25 0.08 72.50 74.00 73.80 74.55 PP - 9 3+877 II 1.50 1.00 1.30 5.30 0.35 0.25 0.08 64.01 65.51 65.31 66.26 PP - 10 5+285 II 1.50 1.00 1.30 5.30 0.35 0.25 0.08 58.20 59.70 59.50 60.45 PP - 11 6+464 III 1.50 0.80 1.10 4.50 0.35 0.25 0.07 52.57 53.87 53.67 54.42 PP - 12 6+698 III 1.50 0.80 1.10 4.50 0.35 0.25 0.07 51.35 52.65 52.45 53.40 PP - 13 6+847 III 1.50 0.80 1.10 4.50 0.35 0.25 0.07 51.11 52.41 52.21 52.96 PP - 14 6+970 III 1.50 0.80 1.10 4.50 0.35 0.25 0.07 50.35 51.65 51.45 52.40 .15 .30 .15 .20 .20 .45 1.60 1.20 .75 .45 .30 .15 .75 .75 .40 .20 2.40 .05 .05 .36 .65 .65 .75 .50 .65 .75 .50 .65 .45 .45 1.15 a .25 .25 .25 .25 Ô 3/4" @ 0.15 d\S1#2;" @.25 Ô1/2"@0.30 Ô1/2"@.30 Ô3/8"@.30 Ô1/2"@.25 1.70 0.40 .05 1.8 0.4 .30 .2 .30 1.8 2.3 2.3 .25 .25 0.2 1.8 0.30 .15 0.25 1.7 0.70 0.70 0.312 0.40 0.3 b 1.7 0.4 .05 .50 1.8 .50 2.8 4.00 0.30 .50 1.8 .50 .20 4.46 2.80 1.65 4.96 2.80 1.65 \fCalibri|b1|i0|c0;CANAL MORALES \fCalibri|b1|i0|c0;PUENTE \fCalibri|b1|i0|c0;UBICACIÓN \fCalibri|b1|i0|c0;TIPO \fCalibri|b1|i0|c0;Z \fCalibri|b1|i0|c0;b \fCalibri|b1|i0|c0;H \fCalibri|b1|i0|c0;L \fCalibri|b1|i0|c0;H1 \fCalibri|b1|i0|c0;H2 \fCalibri|b1|i0|c0;e \fCalibri|b1|i0|c0;COTAS \fCalibri|b1|i0|c0;PEATONAL \fCalibri|b1|i0|c0;Km \fCalibri|b1|i0|c0;CANAL \fCalibri|b1|i0|c0; \fCalibri|b1|i0|c0;(m) \fCalibri|b1|i0|c0;(m) \fCalibri|b1|i0|c0;(m) \fCalibri|b1|i0|c0;(m) \fCalibri|b1|i0|c0;(m) \fCalibri|b1|i0|c0;(m) \fCalibri|b1|i0|c0;A \fCalibri|b1|i0|c0;B \fCalibri|b1|i0|c0;C \fCalibri|b1|i0|c0;D \fCalibri|b0|i0|c0;PP-01 \fCalibri|b0|i0|c0;0+880 \fCalibri|b0|i0|c0;I \fCalibri|b0|i0|c0;1 \fCalibri|b0|i0|c0;0.50 \fCalibri|b0|i0|c0;0.50 \fCalibri|b0|i0|c0;1.90 \fCalibri|b0|i0|c0;0.20 \fCalibri|b0|i0|c0;0.40 \fCalibri|b0|i0|c0;0.065 \fCalibri|b0|i0|c0;195.47 \fCalibri|b0|i0|c0;195.82 \fCalibri|b0|i0|c0;195.97 \fCalibri|b0|i0|c0;196.12 \fCalibri|b0|i0|c0;PP-02 \fCalibri|b0|i0|c0;1+020 \fCalibri|b0|i0|c0;I \fCalibri|b0|i0|c0;1 \fCalibri|b0|i0|c0;0.50 \fCalibri|b0|i0|c0;0.50 \fCalibri|b0|i0|c0;1.90 \fCalibri|b0|i0|c0;0.20 \fCalibri|b0|i0|c0;0.40 \fCalibri|b0|i0|c0;0.065 \fCalibri|b0|i0|c0;193.79 \fCalibri|b0|i0|c0;194.14 \fCalibri|b0|i0|c0;194.29 \fCalibri|b0|i0|c0;194.44 \fCalibri|b0|i0|c0;PP-03 \fCalibri|b0|i0|c0;1+395 \fCalibri|b0|i0|c0;I \fCalibri|b0|i0|c0;1 \fCalibri|b0|i0|c0;0.50 \fCalibri|b0|i0|c0;0.50 \fCalibri|b0|i0|c0;1.90 \fCalibri|b0|i0|c0;0.20 \fCalibri|b0|i0|c0;0.40 \fCalibri|b0|i0|c0;0.065 \fCalibri|b0|i0|c0;191.81 \fCalibri|b0|i0|c0;192.16 \fCalibri|b0|i0|c0;192.31 \fCalibri|b0|i0|c0;192.46 \fCalibri|b0|i0|c0;PP-04 \fCalibri|b0|i0|c0;1+484 \fCalibri|b0|i0|c0;I \fCalibri|b0|i0|c0;1 \fCalibri|b0|i0|c0;0.50 \fCalibri|b0|i0|c0;0.50 \fCalibri|b0|i0|c0;1.90 \fCalibri|b0|i0|c0;0.20 \fCalibri|b0|i0|c0;0.40 \fCalibri|b0|i0|c0;0.065 \fCalibri|b0|i0|c0;191.57 \fCalibri|b0|i0|c0;191.92 \fCalibri|b0|i0|c0;192.07 \fCalibri|b0|i0|c0;192.22 \fCalibri|b0|i0|c0; \fCalibri|b0|i0|c0; \fCalibri|b0|i0|c0; \fCalibri|b0|i0|c0; \fCalibri|b0|i0|c0; \fCalibri|b0|i0|c0; \fCalibri|b0|i0|c0; \fCalibri|b0|i0|c0; \fCalibri|b0|i0|c0; \fCalibri|b0|i0|c0; \fCalibri|b0|i0|c0; \fCalibri|b0|i0|c0; \fCalibri|b0|i0|c0; \fCalibri|b0|i0|c0; \fCalibri|b1|i0|c0;CANAL HUABO \fCalibri|b1|i0|c0;PUENTE \fCalibri|b1|i0|c0;UBICACIÓN \fCalibri|b1|i0|c0;TIPO \fCalibri|b1|i0|c0;Z \fCalibri|b1|i0|c0;b \fCalibri|b1|i0|c0;H \fCalibri|b1|i0|c0;L \fCalibri|b1|i0|c0;H1 \fCalibri|b1|i0|c0;H2 \fCalibri|b1|i0|c0;e \fCalibri|b1|i0|c0;COTAS \fCalibri|b1|i0|c0;PEATONAL \fCalibri|b1|i0|c0;Km \fCalibri|b1|i0|c0;CANAL \fCalibri|b1|i0|c0; \fCalibri|b1|i0|c0;(m) \fCalibri|b1|i0|c0;(m) \fCalibri|b1|i0|c0;(m) \fCalibri|b1|i0|c0;(m) \fCalibri|b1|i0|c0;(m) \fCalibri|b1|i0|c0;(m) \fCalibri|b1|i0|c0;A \fCalibri|b1|i0|c0;B \fCalibri|b1|i0|c0;C \fCalibri|b1|i0|c0;D \fCalibri|b0|i0|c0;PP-01 \fCalibri|b0|i0|c0;0+400 \fCalibri|b0|i0|c0;I \fCalibri|b0|i0|c0;1 \fCalibri|b0|i0|c0;0.50 \fCalibri|b0|i0|c0;0.50 \fCalibri|b0|i0|c0;1.90 \fCalibri|b0|i0|c0;0.20 \fCalibri|b0|i0|c0;0.40 \fCalibri|b0|i0|c0;0.065 \fCalibri|b0|i0|c0;176.73 \fCalibri|b0|i0|c0;177.08 \fCalibri|b0|i0|c0;177.23 \fCalibri|b0|i0|c0;177.38 \fCalibri|b0|i0|c0;PP-02 \fCalibri|b0|i0|c0;1+900 \fCalibri|b0|i0|c0;I \fCalibri|b0|i0|c0;1 \fCalibri|b0|i0|c0;0.50 \fCalibri|b0|i0|c0;0.50 \fCalibri|b0|i0|c0;1.90 \fCalibri|b0|i0|c0;0.20 \fCalibri|b0|i0|c0;0.40 \fCalibri|b0|i0|c0;0.065 \fCalibri|b0|i0|c0;168.89 \fCalibri|b0|i0|c0;169.24 \fCalibri|b0|i0|c0;169.39 \fCalibri|b0|i0|c0;169.54 \fCalibri|b0|i0|c0;PP-03 \fCalibri|b0|i0|c0;2+150 \fCalibri|b0|i0|c0;I \fCalibri|b0|i0|c0;1 \fCalibri|b0|i0|c0;0.50 \fCalibri|b0|i0|c0;0.50 \fCalibri|b0|i0|c0;1.90 \fCalibri|b0|i0|c0;0.20 \fCalibri|b0|i0|c0;0.40 \fCalibri|b0|i0|c0;0.065 \fCalibri|b0|i0|c0;167.18 \fCalibri|b0|i0|c0;167.53 \fCalibri|b0|i0|c0;167.68 \fCalibri|b0|i0|c0;167.83 \fCalibri|b0|i0|c0; \fCalibri|b0|i0|c0; \fCalibri|b0|i0|c0; \fCalibri|b0|i0|c0; \fCalibri|b0|i0|c0; \fCalibri|b0|i0|c0; \fCalibri|b0|i0|c0; \fCalibri|b0|i0|c0; \fCalibri|b0|i0|c0; \fCalibri|b0|i0|c0; \fCalibri|b0|i0|c0; \fCalibri|b0|i0|c0; \fCalibri|b0|i0|c0; \fCalibri|b0|i0|c0; \fCalibri|b1|i0|c0;CANAL MATRIZ \fCalibri|b1|i0|c0;PUENTE \fCalibri|b1|i0|c0;UBICACIÓN \fCalibri|b1|i0|c0;TIPO \fCalibri|b1|i0|c0;Z \fCalibri|b1|i0|c0;b \fCalibri|b1|i0|c0;H \fCalibri|b1|i0|c0;L \fCalibri|b1|i0|c0;H1 \fCalibri|b1|i0|c0;H2 \fCalibri|b1|i0|c0;e \fCalibri|b1|i0|c0;COTAS \fCalibri|b1|i0|c0;PEATONAL \fCalibri|b1|i0|c0;Km \fCalibri|b1|i0|c0;CANAL \fCalibri|b1|i0|c0; \fCalibri|b1|i0|c0;(m) \fCalibri|b1|i0|c0;(m) \fCalibri|b1|i0|c0;(m) \fCalibri|b1|i0|c0;(m) \fCalibri|b1|i0|c0;(m) \fCalibri|b1|i0|c0;(m) \fCalibri|b1|i0|c0;A \fCalibri|b1|i0|c0;B \fCalibri|b1|i0|c0;C \fCalibri|b1|i0|c0;D \fCalibri|b0|i0|c0;PP-01 \fCalibri|b0|i0|c0;1+760 \fCalibri|b0|i0|c0;I \fCalibri|b0|i0|c0;1.5 \fCalibri|b0|i0|c0;0.80 \fCalibri|b0|i0|c0;1.20 \fCalibri|b0|i0|c0;4.80 \fCalibri|b0|i0|c0;0.20 \fCalibri|b0|i0|c0;0.40 \fCalibri|b0|i0|c0;0.065 \fCalibri|b0|i0|c0;127.89 \fCalibri|b0|i0|c0;128.24 \fCalibri|b0|i0|c0;129.09 \fCalibri|b0|i0|c0;128.54 \fCalibri|b0|i0|c0;PP-02 \fCalibri|b0|i0|c0;1+905 \fCalibri|b0|i0|c0;I \fCalibri|b0|i0|c0;1.5 \fCalibri|b0|i0|c0;0.50 \fCalibri|b0|i0|c0;1.20 \fCalibri|b0|i0|c0;4.80 \fCalibri|b0|i0|c0;0.20 \fCalibri|b0|i0|c0;0.40 \fCalibri|b0|i0|c0;0.065 \fCalibri|b0|i0|c0;127.73 \fCalibri|b0|i0|c0;128.08 \fCalibri|b0|i0|c0;128.93 \fCalibri|b0|i0|c0;128.38 \fCalibri|b0|i0|c0;PP-04 \fCalibri|b0|i0|c0;2+006 \fCalibri|b0|i0|c0;I \fCalibri|b0|i0|c0;1.5 \fCalibri|b0|i0|c0;0.50 \fCalibri|b0|i0|c0;1.20 \fCalibri|b0|i0|c0;4.80 \fCalibri|b0|i0|c0;0.20 \fCalibri|b0|i0|c0;0.40 \fCalibri|b0|i0|c0;0.065 \fCalibri|b0|i0|c0;127.61 \fCalibri|b0|i0|c0;127.96 \fCalibri|b0|i0|c0;128.81 \fCalibri|b0|i0|c0;128.26 \fCalibri|b0|i0|c0; \fCalibri|b0|i0|c0; \fCalibri|b0|i0|c0; \fCalibri|b0|i0|c0; \fCalibri|b0|i0|c0; \fCalibri|b0|i0|c0; \fCalibri|b0|i0|c0; \fCalibri|b0|i0|c0; \fCalibri|b0|i0|c0; \fCalibri|b0|i0|c0; \fCalibri|b0|i0|c0; \fCalibri|b0|i0|c0; \fCalibri|b0|i0|c0; \fCalibri|b0|i0|c0; \fCalibri|b1|i0|c0;CANAL MARI NUÑEZ \fCalibri|b1|i0|c0;PUENTE \fCalibri|b1|i0|c0;UBICACIÓN \fCalibri|b1|i0|c0;TIPO \fCalibri|b1|i0|c0;Z \fCalibri|b1|i0|c0;b \fCalibri|b1|i0|c0;H \fCalibri|b1|i0|c0;L \fCalibri|b1|i0|c0;H1 \fCalibri|b1|i0|c0;H2 \fCalibri|b1|i0|c0;e \fCalibri|b1|i0|c0;COTAS \fCalibri|b1|i0|c0;PEATONAL \fCalibri|b1|i0|c0;Km \fCalibri|b1|i0|c0;CANAL \fCalibri|b1|i0|c0; \fCalibri|b1|i0|c0;(m) \fCalibri|b1|i0|c0;(m) \fCalibri|b1|i0|c0;(m) \fCalibri|b1|i0|c0;(m) \fCalibri|b1|i0|c0;(m) \fCalibri|b1|i0|c0;(m) \fCalibri|b1|i0|c0;A \fCalibri|b1|i0|c0;B \fCalibri|b1|i0|c0;C \fCalibri|b1|i0|c0;D \fCalibri|b0|i0|c0;PP-01 \fCalibri|b0|i0|c0;0+740 \fCalibri|b0|i0|c0;I \fCalibri|b0|i0|c0;1.5 \fCalibri|b0|i0|c0;0.60 \fCalibri|b0|i0|c0;0.70 \fCalibri|b0|i0|c0;3.10 \fCalibri|b0|i0|c0;0.20 \fCalibri|b0|i0|c0;0.40 \fCalibri|b0|i0|c0;0.065 \fCalibri|b0|i0|c0;105.83 \fCalibri|b0|i0|c0;106.18 \fCalibri|b0|i0|c0;106.53 \fCalibri|b0|i0|c0;106.48 \fCalibri|b0|i0|c0;PP-04 \fCalibri|b0|i0|c0;1+590 \fCalibri|b0|i0|c0;I \fCalibri|b0|i0|c0;1.5 \fCalibri|b0|i0|c0;0.60 \fCalibri|b0|i0|c0;0.70 \fCalibri|b0|i0|c0;3.10 \fCalibri|b0|i0|c0;0.20 \fCalibri|b0|i0|c0;0.40 \fCalibri|b0|i0|c0;0.065 \fCalibri|b0|i0|c0;104.29 \fCalibri|b0|i0|c0;104.64 \fCalibri|b0|i0|c0;104.99 \fCalibri|b0|i0|c0;104.94 \fCalibri|b0|i0|c0; \fCalibri|b0|i0|c0; \fCalibri|b0|i0|c0; \fCalibri|b0|i0|c0; \fCalibri|b0|i0|c0; \fCalibri|b0|i0|c0; \fCalibri|b0|i0|c0; \fCalibri|b0|i0|c0; \fCalibri|b0|i0|c0; \fCalibri|b0|i0|c0; \fCalibri|b0|i0|c0; \fCalibri|b0|i0|c0; \fCalibri|b0|i0|c0; \fCalibri|b0|i0|c0; \fCalibri|b1|i0|c0;CANAL MONTEVIDEO \fCalibri|b1|i0|c0;PUENTE \fCalibri|b1|i0|c0;UBICACIÓN \fCalibri|b1|i0|c0;TIPO \fCalibri|b1|i0|c0;Z \fCalibri|b1|i0|c0;b \fCalibri|b1|i0|c0;H \fCalibri|b1|i0|c0;L \fCalibri|b1|i0|c0;H1 \fCalibri|b1|i0|c0;H2 \fCalibri|b1|i0|c0;e \fCalibri|b1|i0|c0;COTAS \fCalibri|b1|i0|c0;PEATONAL \fCalibri|b1|i0|c0;Km \fCalibri|b1|i0|c0;CANAL \fCalibri|b1|i0|c0; \fCalibri|b1|i0|c0;(m) \fCalibri|b1|i0|c0;(m) \fCalibri|b1|i0|c0;(m) \fCalibri|b1|i0|c0;(m) \fCalibri|b1|i0|c0;(m) \fCalibri|b1|i0|c0;(m) \fCalibri|b1|i0|c0;A \fCalibri|b1|i0|c0;B \fCalibri|b1|i0|c0;C \fCalibri|b1|i0|c0;D \fCalibri|b0|i0|c0;PP-01 \fCalibri|b0|i0|c0;0+280 \fCalibri|b0|i0|c0;I \fCalibri|b0|i0|c0;1.5 \fCalibri|b0|i0|c0;0.60 \fCalibri|b0|i0|c0;0.70 \fCalibri|b0|i0|c0;3.10 \fCalibri|b0|i0|c0;0.20 \fCalibri|b0|i0|c0;0.40 \fCalibri|b0|i0|c0;0.065 \fCalibri|b0|i0|c0;94.87 \fCalibri|b0|i0|c0;95.22 \fCalibri|b0|i0|c0;95.57 \fCalibri|b0|i0|c0;95.52 \fCalibri|b0|i0|c0;PP-02 \fCalibri|b0|i0|c0;0+513 \fCalibri|b0|i0|c0;I \fCalibri|b0|i0|c0;1.5 \fCalibri|b0|i0|c0;0.60 \fCalibri|b0|i0|c0;0.70 \fCalibri|b0|i0|c0;3.10 \fCalibri|b0|i0|c0;0.20 \fCalibri|b0|i0|c0;0.40 \fCalibri|b0|i0|c0;0.065 \fCalibri|b0|i0|c0;94.40 \fCalibri|b0|i0|c0;94.75 \fCalibri|b0|i0|c0;95.10 \fCalibri|b0|i0|c0;95.05 \fCalibri|b0|i0|c0;PP-03 \fCalibri|b0|i0|c0;0+638 \fCalibri|b0|i0|c0;I \fCalibri|b0|i0|c0;1.5 \fCalibri|b0|i0|c0;0.60 \fCalibri|b0|i0|c0;0.70 \fCalibri|b0|i0|c0;3.10 \fCalibri|b0|i0|c0;0.20 \fCalibri|b0|i0|c0;0.40 \fCalibri|b0|i0|c0;0.065 \fCalibri|b0|i0|c0;94.17 \fCalibri|b0|i0|c0;94.52 \fCalibri|b0|i0|c0;94.87 \fCalibri|b0|i0|c0;94.82 \fCalibri|b0|i0|c0;PP-04 \fCalibri|b0|i0|c0;1+458 \fCalibri|b0|i0|c0;I \fCalibri|b0|i0|c0;1.5 \fCalibri|b0|i0|c0;0.60 \fCalibri|b0|i0|c0;0.70 \fCalibri|b0|i0|c0;3.10 \fCalibri|b0|i0|c0;0.20 \fCalibri|b0|i0|c0;0.40 \fCalibri|b0|i0|c0;0.065 \fCalibri|b0|i0|c0;92.63 \fCalibri|b0|i0|c0;92.98 \fCalibri|b0|i0|c0;93.33 \fCalibri|b0|i0|c0;93.28 \fCalibri|b0|i0|c0;PP-05 \fCalibri|b0|i0|c0;2+045 \fCalibri|b0|i0|c0;I \fCalibri|b0|i0|c0;1.5 \fCalibri|b0|i0|c0;0.60 \fCalibri|b0|i0|c0;0.70 \fCalibri|b0|i0|c0;3.10 \fCalibri|b0|i0|c0;0.20 \fCalibri|b0|i0|c0;0.40 \fCalibri|b0|i0|c0;0.065 \fCalibri|b0|i0|c0;91.53 \fCalibri|b0|i0|c0;91.88 \fCalibri|b0|i0|c0;92.23 \fCalibri|b0|i0|c0;92.18 \fCalibri|b1|i0|c0;CANAL MONTEVIDEO \fCalibri|b1|i0|c0;PUENTE \fCalibri|b1|i0|c0;UBICACIÓN \fCalibri|b1|i0|c0;TIPO \fCalibri|b1|i0|c0;Z \fCalibri|b1|i0|c0;b \fCalibri|b1|i0|c0;H \fCalibri|b1|i0|c0;L \fCalibri|b1|i0|c0;a \fCalibri|b1|i0|c0;H1 \fCalibri|b1|i0|c0;t \fCalibri|b1|i0|c0;t1 \fCalibri|b1|i0|c0;t2 \fCalibri|b1|i0|c0;t3 \fCalibri|b1|i0|c0;VEHICULAR \fCalibri|b1|i0|c0;Km \fCalibri|b1|i0|c0;CANAL \fCalibri|b1|i0|c0;(m) \fCalibri|b1|i0|c0;(m) \fCalibri|b1|i0|c0;(m) \fCalibri|b1|i0|c0;(m) \fCalibri|b1|i0|c0;(m) \fCalibri|b1|i0|c0;(m) \fCalibri|b1|i0|c0;(m) \fCalibri|b1|i0|c0;(m) \fCalibri|b1|i0|c0;(m) \fCalibri|b0|i0|c0;PV-01 \fCalibri|b0|i0|c0;1+060 \fCalibri|b0|i0|c0;I \fCalibri|b0|i0|c0;1.5 \fCalibri|b0|i0|c0;0.60 \fCalibri|b0|i0|c0;1.20 \fCalibri|b0|i0|c0;4.00 \fCalibri|b0|i0|c0;1.80 \fCalibri|b0|i0|c0;1.20 \fCalibri|b0|i0|c0;0.20 \fCalibri|b0|i0|c0;0.30 \fCalibri|b0|i0|c0;0.40 \fCalibri|b0|i0|c0;0.250 \fCalibri|b0|i0|c0; \fCalibri|b0|i0|c0; \fCalibri|b0|i0|c0; \fCalibri|b0|i0|c0; \fCalibri|b0|i0|c0; \fCalibri|b0|i0|c0; \fCalibri|b0|i0|c0; \fCalibri|b0|i0|c0; \fCalibri|b0|i0|c0; \fCalibri|b0|i0|c0; \fCalibri|b0|i0|c0; \fCalibri|b0|i0|c0; \fCalibri|b0|i0|c0; \fCalibri|b1|i0|c0;CANAL COTON \fCalibri|b1|i0|c0;PUENTE \fCalibri|b1|i0|c0;UBICACIÓN \fCalibri|b1|i0|c0;TIPO \fCalibri|b1|i0|c0;Z \fCalibri|b1|i0|c0;b \fCalibri|b1|i0|c0;H \fCalibri|b1|i0|c0;L \fCalibri|b1|i0|c0;a \fCalibri|b1|i0|c0;H1 \fCalibri|b1|i0|c0;t \fCalibri|b1|i0|c0;t1 \fCalibri|b1|i0|c0;t2 \fCalibri|b1|i0|c0;t3 \fCalibri|b1|i0|c0;VEHICULAR \fCalibri|b1|i0|c0;Km \fCalibri|b1|i0|c0;CANAL \fCalibri|b1|i0|c0;(m) \fCalibri|b1|i0|c0;(m) \fCalibri|b1|i0|c0;(m) \fCalibri|b1|i0|c0;(m) \fCalibri|b1|i0|c0;(m) \fCalibri|b1|i0|c0;(m) \fCalibri|b1|i0|c0;(m) \fCalibri|b1|i0|c0;(m) \fCalibri|b1|i0|c0;(m) \fCalibri|b0|i0|c0;PV-01 \fCalibri|b0|i0|c0;0+311 \fCalibri|b0|i0|c0;I \fCalibri|b0|i0|c0;1.5 \fCalibri|b0|i0|c0;0.80 \fCalibri|b0|i0|c0;1.40 \fCalibri|b0|i0|c0;4.50 \fCalibri|b0|i0|c0;1.80 \fCalibri|b0|i0|c0;1.70 \fCalibri|b0|i0|c0;0.20 \fCalibri|b0|i0|c0;0.30 \fCalibri|b0|i0|c0;0.40 \fCalibri|b0|i0|c0;0.250 B A A C B C D D EJE DEL CANAL PRINCIPAL 5 5 5 5 5 C L 5 5 Rc 5 Rc 5 5 5 5 5 5 5 5 5 5 Rc 5 5 Z 1 5 5 5 5 5 SOLADO SOLADO Rc 5 e 5 Z * H b Z * H 5 2 1 1 3 2 3 4 4 EJE DEL CANAL PRINCIPAL 5 5 5 5 C L 5 5 5 d\S1#2;" @.30 \A1; d\S1#4;" \A1;3 \S5#8;"d \A1;3 \S5#8;"d d\S1#4;" @.10, Resto @.20 \A1;3 d\S5#8;" 5 5 \A1;2d\S5#8;" 5 5 5 5 d\S1#2;" @.25 d\S1#2;" @.25 d\S1#2;" @.25 d\S1#2;" d\S1#2;" @.25 d\S1#2;" @.25 5 5 5 5 d\S1#2;" @.25 d\S1#2;" d\S1#2;" @.25 d\S1#2;" 5 5 5 C L C L 5 5 e Rc 5 5 C Rc 5 5 L H b Z 1 Z 1 C L SOLADO SOLADO H b Z 1 Z 1 C L PUENTE PEATONAL L .5 1 .5 1 H1 t2 5 Z 1 .5 1 .5 1 EJE DEL CANAL PRINCIPAL 5 Z * H b Z * H 5 A A B B C C A S=10% S=10% S=10% S=0.025% S=0.025% 1 2 2 3 3 .5 1 Rc Rc Rc Rc t 5 A/2 t 5 A/2 t1 5 a 5 a+1 5 a 5 a+1 G' G' DETALLE "A" DETALLE "B" Rc A/2 + t + 0.30 5 A/2 + t + 0.30 C L t1 H t1 5 0.065 1 2 2 3 3 5 5 5 5 A H 5 5 5 t1 5 5 5 5 5 5 5 5 5 5 C L B 5 t 5 A/2 t 5 A/2 A/2+t+0.3 A/2+t+0.30 C L H t1 5 0.065 L/2 a 1 2 2 1 \A1;2d \S5#8;" \A1;2 \S5#8;"d \A1; d\S1#4;" \A1;1 \A1;2 \A1;1 \A1;2 5 \A1;3 \A1;3 \A1;3 \A1;3 \A1;3 \A1;3 \A1;4 \A1;4 \A1;6 \A1;5 5 5 5 5 C L 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 \A1;7 \A1;7 5 1 1 1 1 5 Rc 5 5 C Z 1 SOLADO 5 1 1 5 5 5 1 1 5 5 5 a 5 5 5 5 PUENTE VEHICULAR \A1;d\S1#2;"@.30 \A1;d\S3#8;"@.20 d\S1#2;" @.20 d\S1#2;" @.20 \A1;2d\S1#2;" \A1;2d\S1#2;" \A1; d\S3#8;"@.20 \A1; d\S3#8;"@.20 \A1;2d\S1#2;" \A1;2d\S1#2;" Ô 3/4" @ 0.15 d\S1#2;" @.25 \A1;d\S1#2;"@.20 d\S1#2;"@.20 \A1;d\S3#8;"@.20 Ô1/2"@0.30 Ô 3/4" @ 0.15 Ô1/2"@.30 Ô3/8"@.30 Ô1/2"@.25 \A1;2d\S1#2;" \A1;2d\S1#2;" 1.70 0.40 5 1.8 0.4 0.2 5 1.8 .2 5 1.8 2.3 2.3 C L 5 5 0.30 5 0.25 1.7 0.70 0.70 0.312 0.40 0.3 b Z 1 Z 1 C L 4.00 .5 1 .5 1 1.7 0.4 5 Z 1 .5 1 .5 1 Rc Rc 0.30 5 1.8 5 5 1.8 5 2.8 5 5 5 5 \A1;d\S3#8;"@.20 \A1;d\S1#2;"@.25 5 5 5 ESC. 1/50 P L A N T A ESC. 1/50 SECCION A-A L E Y E N D A PARA ESTRUCTURAS RELLENO COMPACTADO Rc RELLENO CON AFIRMADO f'c = 210 kg/cm2 CONCRETO ARMADO G' ESC. 1/25 SECCION B-B CONCRETO SIMPLE (SOLADO) f'c = 100 kg/cm2 DETALLE "C" ESC. 1/25 SECCION B-B ESC. 1/10 DETALLE "A" t1 5 5 5 5 5 5 5 0.065 JUNTA ELASTOMERICA TECKNOPOR PL DE ACERO 1x200x250mm. PL DE ACERO 1x200x250mm. NEOPRENE 10x200x250mm. 5 5 t3 t1 5 5 t3 ESC. 1/10 DETALLE "B" 2d 25x600 Long. ESC. 1/10 DETALLE "C" ESC. 1/10 DETALLE "D" ESC. 1/25 SECCION 2-2 ESC. 1/25 SECCION 1-1 ESC. 1/75 PLANTA DETALLE "D" 1. CONCRETO: - ESTRUCTURAL - CEMENTO PORTLAND TIPO I - ACERO CORRUGADO 3. ACERO DE REFUERZO 2. RECUBRIMIENTOS: A.- CONCRETO VACIADO CONTRA TERRENO f'c=210 kg/cm2 f'y=4200 kg/cm2 t=1.0 kg/cm2 ESPECIFICACIONES TECNICAS Y PERMANENTEMENTE EXPUESTO A EL, EN LOSAS. 75 mm. B.- CONCRETO EXPUESTO A LA ACCION DEL TERRENO O AL INTEMPERISMO EN MUROS BARRAS < A 5/8" 40 mm. BARRAS > A 5/8" 50 mm. - EL ESPACIAMIENTO MINIMO ENTRE REFUERZO DE ACERO SERA 25 mm. - CAPACIDAD PORTANTE DEL TERRENO 5 0.25 CARACTERISTICAS GEOMETRICAS DE LOS PUENTES VEHICULARES .25 27 26 PLANO: FORMAS Y ARMADURAS\H1.5x; \H1.0667x;PUENTE VEHICULAR \H0.84374x; \H0.74074x;PLANTA , PERFIL Y DETALLES APRUEBA: FECHA: ESCALA: Nº LAMINA: POA-05 INDICADA Marzo - 2011 \A1;2Ô\H0.7x;\S1#2;" \A1;2Ô\H0.7x;\S1#2;" \A1;2Ô\H0.7x;\S1#2;" \A1;Ô\H0.7x;\S3#8;"@.20 \A1;Ô\H0.7x;\S3#8;"@.20 \A1;Ô\H0.7x;\S3#8;"@.30 \A1;Ô\H0.7x;\S1#2;"@.20 \A1;Ô\H0.7x;\S1#2;"@.30 \A1;Ô\H0.7x;\S1#2;"@.20

Language	Spanish
Drawing Type	Section
Category	Roads, Bridges and Dams
Additional Screenshots
File Type	dwg
Materials	Concrete, Steel, Other
Measurement Units	Metric
Footprint Area
Building Features
Tags	autocad, bridge, complete, detalles, DWG, elevation, peatonal, section, sections, vehicular