Bridge Motupillo DWG Full Project for AutoCAD

INFRASTRUCTURE PROJECT IS PART OF THE ROAD Batangrande.

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

a – a, b – b, c – c, beam diaphragm, exterior main beam, interior main beam, cross section, floor, detail beams, cutting line, existing footboard, motor bridge, drawing:, district, design:, lamina :, project:, province, date:, department, scale:, lambayeque, ferreñafe, pitipo, plant, cuts, details, detail of neoprene, elevation, structures, detail of beams, slab, detail of barrier, barrier, asphalt folder, barrier, cyclopean screen, cyclopean fins, as added, hook added, board, responsible:

Raw text data extracted from CAD file:

6.20 2.50 2.50 1.01 .85 .66 .15 .23 .39 .35 .20 .85 .15 .18 .03 .34 .38 .13 .05 .40 .40 .40 2.04 .23 .23 .15 .15 .15 .15 .15 3.70 .35 .66 .36 .40 .15 .52 .23 .15 .20 .20 .72 .36 .40 .15 .57 .23 .15 .80 .80 11.60 13.15 .80 .80 11.60 13.15 .30 .55 .10 .10 .20 .85 .35 .80 2.90 2.90 .80 .35 .15 .03 .18 .60 .40 2.50 .40 2.50 .40 .60 .35 .30 5.89 .30 5.89 .30 .24 .30 .20 .65 .55 .10 .10 .40 .40 .40 .67 .67 .67 .20 .20 .20 1.01 1.01 1.01 1.01 .85 .30 1.06 1.06 1.06 1.06 1.06 .81 0.86 .81 2.50 2.50 1.01 .15 .23 .175 2.04 .23 .15 .15 .72 .36 .40 .15 .57 .23 .15 .20 .80 .80 11.60 .85 L1 1.07 .20 0.52 0.10 0.245 0.30 0.15 0.81 0.17 0.075 0.15 0.20 0.13 0.34 0.35 0.125 2.90 0.95 8.10 1.02 1.07 hv .175 .95 8.10 1.06 1.01 6.20 .85 .66 .37 .35 .20 .85 .15 .03 .34 .38 .13 .05 .40 .40 .40 .23 .15 .15 .15 3.70 .66 .36 .40 .15 .52 .23 .15 .20 .80 .80 11.60 13.15 13.15 .30 .55 .10 .10 .20 .35 .80 2.90 2.90 .80 .35 .15 .03 .18 .60 .40 2.50 .40 2.50 .40 .60 .35 .30 5.89 .30 5.89 .30 .24 .35 .80 2.90 2.90 .80 .35 .15 .03 .18 .60 .40 2.50 .40 2.50 .40 .60 .35 .30 5.89 .30 5.89 .30 .24 1″ H h L 0.35 0.85 0.115 1.05 mt 0.175 0.21 2.90 0.95 .72 .38 1 Ø 5/8″ @ .20 m. 1 Ø 5/8″ @ .19 m. 1 Ø 1/2″ @ .19 m. 1 Ø 3/8″ @ .20 m. 1 Ø 5/8″ @ .10 m. 2 Ø 5/8″ 2 Ø 5/8″ 5 5 5 4 Ø 3/4″ Est Ø 3/8″ 1 @ .05, 3 @ .15, r @ .20 5 2 Ø 1/2″ 1 Ø 1/2″ @ .17 m. 5 7 Ø 3/8″ 4 Ø 3/4″ 9 Ø 1″ – 13.90 m. 5 Ø 1″ – 9.70 m. 3 Ø 1″ – 6.50 m. 4 Ø 1″ – 13.90 m. Est Ø 1/2″ 1 @ .05, 12 @ .15, 6 @ .20, 4 @ .25, r @ .35 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 ESTRIBO DE C°C° EXISTENTE \W7.44330; ESTRIBO DE C°C° \W6.76632; EXISTENTE 4 Ø 1″ 2 Ø 5/8″ 2 Ø 5/8″ 4 Ø 1″ 4 Ø 1″ 2 Ø 5/8″ 4 Ø 1″ 2 Ø 5/8″ A A B B C C 2 Ø 5/8″ 4 Ø 1″ 2 Ø 5/8″ 4 Ø 1″ A – A B – B C – C 9 Ø 1″ – 13.90 m. 5 Ø 1″ – 9.70 m. 3 Ø 1″ – 6.50 m. 4 Ø 1″ – 13.90 m. Est Ø 1/2″ 1 @ .05, 12 @ .15, 6 @ .20, 4 @ .25, r @ .35 ESTRIBO DE C°C° EXISTENTE \W7.44330; ESTRIBO DE C°C° \W6.76632; EXISTENTE A A B B C C 4 Ø 3/4″ 2 Ø 5/8″ VIGA DIAFRAGMA VIGA PRINCIPAL EXTERIOR VIGA PRINCIPAL INTERIOR A – A B – B C – C 4 Ø 3/4″ VIGA DIAFRAGMA VIGA PRINCIPAL \W4.77410; EXTERIOR 5 5 5 5 5 5 5 5 VIGA PRINCIPAL \W5.70709; INTERIOR 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 APOYO DE NEOPRENO 40 x 40 cm. SHORE 60° VIGA DIAFRAGMA 5 5 5 5 5 5 SECCION TRANSVERSAL PLANTA SECCION TRANSVERSAL DETALLE VIGAS LINEA DE CORTE LINEA DE CORTE ESTRIBO EXISTENTE NOTA: SE OICARA EL EXTRIBO EXISTENTE A FIN DE DAR MAYOR AMPLITUD A LA CAJUELA, SE RELLENARA CON UNA CAPA NIVELANTE DE CONCRETO DE 1″. PUENTE MOTUPILLO Dibujo: Distrito Diseño : Lamina: Proyecto: Provincia Fecha: Departamento Escala: LAMBAYEQUE FERREÑAFE 1/50 N° Lamina: 01 PITIPO PLANTA,CORTES,DETALLES 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 1.06 1.06 1.06 5 1 Ø 5/8″ @ .20 m. 1 Ø 5/8″ @ .19 m. 1 Ø 1/2″ @ .19 m. 1 Ø 3/8″ @ .20 m. 1 Ø 5/8″ @ .10 m. 2 Ø 5/8″ 2 Ø 5/8″ <> <> <> 4 Ø 3/4″ Est Ø 3/8″ 1 @ .05, 3 @ .15, r @ .20 5 2 Ø 1/2″ 1 Ø 1/2″ @ .17 m. 5 7 Ø 3/8″ 4 Ø 3/4″ 9 Ø 1″ – 13.90 m. 5 Ø 1″ – 9.70 m. 3 Ø 1″ – 6.50 m. 4 Ø 1″ – 13.90 m. Est Ø 1/2″ 1 @ .05, 12 @ .15, 6 @ .20, 4 @ .25, r @ .35 <> <> <> <> <> <> <> <> <> <> <> <> <> 5 <> <> <> <> <> <> <> <> <> <> <> 5 ESTRIBO DE C°C° EXISTENTE \W7.44330; ESTRIBO DE C°C° \W6.76632; EXISTENTE 4 Ø 1″ 2 Ø 5/8″ 2 Ø 5/8″ 4 Ø 1″ 4 Ø 1″ 2 Ø 5/8″ 4 Ø 1″ 2 Ø 5/8″ A A B B C C 2 Ø 5/8″ 4 Ø 1″ 2 Ø 5/8″ 4 Ø 1″ A – A B – B C – C 9 Ø 1″ – 13.90 m. 5 Ø 1″ – 9.70 m. 3 Ø 1″ – 6.50 m. 4 Ø 1″ – 13.90 m. Est Ø 1/2″ 1 @ .05, 12 @ .15, 6 @ .20, 4 @ .25, r @ .35 ESTRIBO DE C°C° EXISTENTE \W7.44330; ESTRIBO DE C°C° \W6.76632; EXISTENTE A A B B C C 4 Ø 3/4″ 2 Ø 5/8″ VIGA DIAFRAGMA VIGA PRINCIPAL EXTERIOR VIGA PRINCIPAL INTERIOR A – A B – B C – C 4 Ø 3/4″ VIGA DIAFRAGMA VIGA PRINCIPAL \W4.77410; EXTERIOR 5 5 5 5 5 5 5 5 VIGA PRINCIPAL \W5.70709; INTERIOR 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 neopreno d 1″ DETALLE DE NEOPRENO 1″ Esc: 1 / 25 ELEVACION Esc: 1 / 25 ESTRUCTURAS DETALLE DE VIGAS Esc: 1 / 25 DETALLE DE VIGAS Esc: 1 / 25 DETALLE DE VIGAS Esc: 1 / 25 VP LOSA H L1 h L 1.07 0.35 <> VD VD 0.52 0.10 0.245 0.30 0.15 0.81 0.17 0.85 0.075 0.115 0.15 1.05 mt 0.20 0.13 0.175 0.34 0.35 0.125 1Ø1/2@ 0.17 7Ø3/8 DETALLE DE BARRERA 0.21 VP VP 2.90 2.90 0.95 0.95 VP VD VD BARRERA BARRERA 8.10 neopreno d 1″ 5 5 hv Esc: 1 / 25 <> Carpeta asfaltica .72 .95 Barrera 8.10 PANTALLA CICLOPEA ALETAS CICLOPEA ALETAS CICLOPEA As adicionado 1Ø1/2″ As adicionado 1Ø1/2″ gancho adicionado 1Ø1/2″ gancho adicionado 1Ø1/2″ gancho adicionado 1Ø1/2″ gancho adicionado 1Ø1/2″ As adicionado 1Ø1/2″ As adicionado 1Ø1/2″ As adicionado As adicionado Esc: 1 / 25 As adicionado 1Ø1/2″ As adicionado 1Ø1/2″ As adicionado 1Ø1/2″ As adicionado 1Ø1/2″ As adicionado 1Ø1/2″ As adicionado 1Ø1/2″ gancho adicionado 1Ø1/2″ gancho adicionado 1Ø1/2″ gancho adicionado 1Ø1/2″ Esc: 1 / 25 PLANTA TABLERO .81 5 5 0.86 .81 neopreno d 1″ neopreno d 1″ neopreno d 1″ Esc: 1 / 50 S:1.5% S:1.5% PUENTE MOTUPILLO Dibujo: Distrito Diseño : Responsable: Lamina: Proyecto: Provincia Fecha: Departamento Escala: LAMBAYEQUE FERREÑAFE 1/50 N° Lamina: 02 PITIPO PLANTA,CORTES,DETALLES PUENTE MOTUPILLO Dibujo: Distrito Diseño : Responsable: Lamina: Proyecto: Provincia Fecha: Departamento Escala: LAMBAYEQUE FERREÑAFE 1/50 N° Lamina: PITIPO PLANTA,CORTES,DETALLES Esc: 1 / 25 .38 PLOTEAR ESC.1/50 PLOTEAR ESC.1/50 PLOTEAR ESC.1/25 03