Concrete Bridge – Peru DWG Section for AutoCAD

Concrete Bridge – Peru – plant – Section

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

bottom of, foundation:, support axis, pillar axis, river boy, level maximum waters, profile, expansion joint, ica, pillar, foundation:, a file, right abutment, left abutment, transition, axis via, plant, elevation, bridge, river matagente, a blue hill, transition cant

Raw text data extracted from CAD file:

Fondo de Cimentacion: 41.664 Cimentacion: Fondo de 40.914 \A1;81.00 \A1;75.00 \A1;81.00 -173.9399933261493 EJE DE APOYO 4 KM 15+069.4 PUENTE 1 -173.9399933261493 ARCO 4 ARCO 3 3 ARCO 2 ARCO 1 2 -173.9399933261493 EJE PILAR EJE PILAR KM 14+913.4 KM 14+988.4 PUENTE 2 1 EJE DE APOYO KM 14+832.4 \A1;81.00 \A1;81.00 \A1;75.00 RIO CHICO 8505200N 374200E 8505200N 374200E drenaje pluvial d=3″ @ 5.00 m \A1;6.00 \A1;6.00 \A1;6.50 \A1;6.50 \A1;6.00 \A1;6.50 \A1;6.00 \A1;6.50 \A1;6.50 \A1;6.50 \A1;6.00 \A1;6.50 \A1;6.50 \A1;6.50 \A1;6.00 \A1;6.00 \A1;6.50 \A1;6.50 \A1;6.50 \A1;6.00 \A1;6.50 \A1;6.50 \A1;6.50 \A1;6.00 \A1;6.50 \A1;6.50 \A1;6.50 \A1;6.00 \A1;6.50 \A1;6.50 \A1;6.50 \A1;6.00 \A1;6.50 \A1;6.50 \A1;6.50 \A1;6.00 \A1;6.50 \A1;6.50 \A1;6.50 \A1;6.00 \A1;6.50 \A1;6.50 \A1;6.50 \A1;6.00 \A1;6.50 \A1;6.50 \A1;6.50 \A1;TRAMO 1 (81.m) \A1;TRAMO 2 (75.m) \A1;TRAMO 3 (75.m) \A1;TRAMO 4 (75.m) \A1;TRAMO 5 (75.m) \A1;TRAMO 6 (81.m) \A1;462.00 \A1;6.00 \A1;6.50 \A1;6.50 \A1;6.50 Niv. aguas maximas PERFIL ESC: 1/750 -0.31 Cimentacion: Fondo de 0.13 Cimentacion: Fondo de -0.37 Cimentacion: Fondo de -2.45 Fondo de Cimentacion: Fondo de Cimentacion: -1.08 Fondo de Cimentacion: -1.25 Fondo de Cimentacion: -0.67 26.23903891362125 26.23903891362125 26.23903891362125 26.23903891362125 26.23903891362125 26.23903891362125 26.23903891362125 Cota de Rasante (Ejes 1 y 3): 21.69 26.23903891362125 26.23903891362125 26.23903891362125 26.23903891362125 26.23903891362125 26.23903891362125 26.23903891362125 26.23903891362125 26.23903891362125 26.23903891362125 26.23903891362125 26.23903891362125 26.23903891362125 26.23903891362125 26.23903891362125 26.23903891362125 -0.5% 21.61 Cota de Rasante (Ejes 1 y 2): -0.5% 13.37 26.23903891362125 26.2374970137549 26.23903891362125 26.23903891404326 19.38 Cota de Rasante (Ejes 2 y 3): 26.23903891362125 26.23903891362125 26.23903891362125 26.23903891362125 26.23903891362125 26.23903891362125 26.23903891362125 26.23903891362125 26.23903891362125 26.23903891362125 26.23903891362125 26.23903891362125 26.23903891362125 26.23903891362125 26.23903891362125 26.23903891362125 26.23903891362125 26.23903891362125 26.23903891362125 26.23903891362125 26.23903891362125 26.23903891362125 26.23903891362125 26.23903891362125 26.23903891362125 26.23903891362125 26.23903891362125 26.23903891362125 26.23903891362125 26.23903891362125 -0.5% 19.30 Cota de Rasante (Ejes 1 y 4): -0.5% -0.5% -0.5% 26.23903891362125 67+050.00 67+512.00 \A1;81.00 \A1;75.00 \A1;81.00 \A1;6.50 \A1;6.50 \A1;6.50 \A1;6.50 \A1;6.50 \A1;6.50 \A1;6.00 \A1;6.50 \A1;6.50 \A1;6.50 \A1;6.00 \A1;6.50 \A1;6.00 \A1;6.50 \A1;6.50 \A1;6.00 \A1;6.00 \A1;6.50 \A1;6.50 \A1;6.50 \A1;6.00 \A1;6.50 \A1;6.50 \A1;6.50 \A1;6.00 \A1;6.00 \A1;6.00 \A1;6.00 \A1;6.50 \A1;6.50 \A1;6.50 \A1;6.00 \A1;6.50 \A1;6.50 \A1;6.50 \A1;6.00 \A1;6.50 \A1;6.50 \A1;6.50 \A1;6.00 \A1;6.50 \A1;6.50 \A1;6.50 \A1;6.00 \A1;6.50 \A1;6.50 \A1;6.50 \A1;6.00 \A1;6.50 \A1;6.50 \A1;6.50 \A1;81.00 \A1;81.00 \A1;75.00 \A1;237.00 \A1;6.00 0.70% 0.70% 0.70% 20.79404423440974 20.79404423440974 20.79404423440974 20.79404423440974 20.79404423440974 20.79404423440974 20.79404423440974 20.79404423440974 20.79404423440974 20.79404423440974 20.79404423440974 20.79404423440974 20.79404423440974 20.79404423440974 20.79404423440974 20.79404423440974 20.79404423440974 20.79404423440974 20.79404423440974 20.79404423440974 20.79404423440974 20.79404423440974 20.79404423440974 20.79404423440974 20.79404423440974 20.79404423440974 20.79404423440974 20.79404423440974 20.79404423440974 20.79404423440974 60 40 20 Junta de dilatación NR = 27.579 msnm A ICA NR = 25.92 msnm Junta de dilatación FONDO CAUCE=18.74 msnm. Tirante Máximo = 1.38 m NAME = 21.00 msnm. 5.30 msnm. 5.51 msnm. 5.86 msnm. PILAR PILAR Fondo de Cimentación: 3.96msnm. Fondo de Cimentación: Junta de dilatación Junta de dilatación A LIMA Cimentación: Fondo de Cimentación: Fondo de KM 60+771.75 KM 60+690.75 KM 60+615.75 KM 60+534.75 2 1 EJE PILAR EJE DE APOYO 4 3 EJE DE APOYO EJE PILAR 1 1.5 1 1.5 0 ESTRIBO DERECHO ESTRIBO IZQUIERDO \A1;6.00 \A1;237.00 \A1;75.00 \A1;81.00 \A1;81.00 \A1;6.50 \A1;6.50 \A1;6.50 \A1;6.00 \A1;6.50 \A1;6.50 \A1;6.50 \A1;6.00 \A1;6.50 \A1;6.50 \A1;6.50 \A1;6.00 \A1;6.50 \A1;6.50 \A1;6.50 \A1;6.00 \A1;6.50 \A1;6.50 \A1;6.50 \A1;6.00 \A1;6.50 \A1;6.50 \A1;6.50 \A1;6.00 \A1;6.00 \A1;237.00 TRANSICION EJE VIA A LIMA EJE VIA TRANSICION A ICA PLANTA ESCALA 1:400 ELEVACION ESCALA 1:400 \A1;11.50 \A1;13.05 \A1;13.05 \A1;11.50 EJE 1 EJE 2 EJE 3 EJE 4 Nivelación de cauce L=100m Nivelación de cauce L=200m 67+800 15.5 A=667.000 R=-2000.000 R=-2000.000 A=667.000 A=667.000 R= INFINITO 8505200N 374000E PUENTE RIO MATAGENTE 8504800N 8505000N 373800E 15.4 14.6 13.6 13.7 15.8 14.6 15.7 13.6 12.7 13.6 13.3 14.2 14.4 13.5 12.3 12.5 14.6 15.4 15.5 14.8 15.6 67+430.516 374200E 8505200N 8505000N 374200E 67+652.961 67+797.625 8504800N 14.6 15.3 R= INFINITO A=667.000 8504400N 8504600N 68+000 8504000N 8504200N 68+200 68+400 PLANTA 8504600N 68+020.070 8504400N 8504200N 8504000N 68+600 373800E 8503800N 8503800N 374000E 17.4 16.2 17.6 18.6 18.6 16.5 16.5 18.5 17.8 18.7 19.8 19.6 20.3 20.8 19.8 18.8 20.7 19.5 20.8 17.2 16.5 18.6 18.6 20.8 17.5 17.5 16.5 16.3 18.6 16.3 16.2 16.7 17.1 17.5 17.5 17.4 18.6 17.5 18.9 19.2 19.5 20.8 20.4 19.5 20.5 18.4 19.6 19.3 20.3 21.7 19.9 18.4 18.2 19.5 20.0 18.3 18.4 19.4 19.3 16.2 17.4 17.5 18.4 19.2 8506600N 374200E 65+800 374400E 8506000N 8506400N 8506200N 66+200 66+000 66+219.594 R=2000.000 A=667.000 66+400 R= INFINITO 66+442.039 A=667.000 8506600N 374600E 374600E 8506400N 8506200N 8506000N 374400E PLANTA RIO MATAGENTE PUENTE 8505400N 8505800N 8505600N 374000E 66+800 66+600 374000E 8505200N 8505800N 8505600N 8505400N 8505200N 374200E 22.1 22.8 23.8 24.8 15.5 15.7 14.6 14.5 15.2 15.8 13.7 14.6 15 15 15 14 13 15 14 16 67+000 67+600 7 A CERRO AZUL A ICA EJE APOYO PTES. 1 Y 2 KM 67+512 5 6 5 EJE DE APOYO 4 KM 67+287 PUENTE 1 81.00 ARCO 4 ARCO 3 3 ARCO 2 ARCO 1 2 75.00 EJE PILAR EJE PILAR KM 67+131 KM 67+206 PUENTE 2 1 EJE DE APOYO KM 67+050 67+040 67+080 67+120 67+160 67+200 67+240 67+280 67+320 67+360 67+400 RIO MATAGENTE 8505200N 374200E 16 16 16 374100E 8505200N 374000E 8505200N 8505250N 374100E 8505300N 374100E 374050E 8505300N 374050E 8505350N 8505400N 374050E 8505400N 374150E 6.659000000000006 6.659000000000006 6.659000000000006 6.659000000000006 6.659000000000006 6.659000000000006 6.659000000000006 6.659000000000006 6.659000000000006 6.659000000000006 6.659000000000006 6.659000000000006 6.659000000000006 6.659000000000006 6.659000000000006 6.659000000000006 6.659000000000006 6.659000000000006 6.659000000000006 6.659000000000006 6.659000000000006 6.659000000000006 6.659000000000006 6.659000000000006 6.659000000000006 6.659000000000006 6.659000000000006 6.659000000000006 6.659000000000006 0.70% 0.70% 0.70% 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 60 40 20 Junta de dilatación NR = 27.579 msnm A ICA NR = 25.92 msnm Junta de dilatación FONDO CAUCE=18.74 msnm. Tirante Máximo = 1.38 m NAME = 21.00 msnm. 5.30 msnm. 5.51 msnm. 5.86 msnm. PILAR PILAR Fondo de Cimentación: 3.96msnm. Fondo de Cimentación: Junta de dilatación Junta de dilatación A LIMA Cimentación: Fondo de Cimentación: Fondo de KM 60+771.75 KM 60+690.75 KM 60+615.75 KM 60+534.75 2 1 EJE PILAR EJE DE APOYO 4 3 EJE DE APOYO EJE PILAR 1 1.5 1 1.5 0 ESTRIBO DERECHO ESTRIBO IZQUIERDO EJE DE APOYO KM 67+050 1 6.659000000000006 2 EJE PILAR KM 67+131 3 KM 67+206 EJE PILAR EJE DE APOYO KM 67+287 4 ESTRIBO IZQUIERDO 5.815 msnm. Fondo de Cimentación: Tirante Máximo = 3.50 m Fondo de Cimentación: 6.220 msnm. PILAR Fondo de Cimentación: 6.595 msnm. FONDO CAUCE=15.00 msnm. NAME = 18.50 msnm. PILAR ESTRIBO DERECHO Cimentación: Fondo de 7.000 msnm. 0.50% A ICA Junta de dilatación NR = 28.445 msnm Junta de dilatación Junta de dilatación Junta de dilatación NR = 29.630 msnm A LIMA 0.50% 0.50% 0 40 -20 20 -40 60 1.5 1 1 1.5 TRANSICION PERALTE EJE VIA A LIMA EJE VIA TRANSICION PERALTE A ICA 6.659000000000006 6.659000000000006 6.659000000000006 6.659000000000006 Nivelación de cauce L=100m Nivelación de cauce L=200m EJE 1 EJE 2 EJE 3 EJE 4 PLANTA ESCALA 1:400 ELEVACION ESCALA 1:400