Cross Section Of Road Bridge 2D DWG Section for AutoCAD

Profiles – sections – 2D

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

progressive, area, volume, total, cut, fill, topograph: ing. carlos cabrera, project manager :, project :, design of the vehicular bridge of h a, sheet :, scale :, date:

Raw text data extracted from CAD file:

PROGRESIVA AREA VOLUMEN AREA VOLUMEN 0+000.000 0.047 0 0.136 0 0+010.000 0.142 0.943 0.011 0.733 0+020.000 0.246 2 0.004 0.073 0+030.000 0.219 2 0.01 0.07 0+040.000 0.132 2 0.023 0.163 0+050.000 0.123 1 0.037 0.297 0+060.000 0.137 1 0.022 0.294 0+070.000 0.043 0.9 0.087 0.545 0+080.000 0.01 0.266 0.252 2 0+090.000 0 0.05 1 7 0+100.000 0 0 4 23 0+110.000 0 0 8 59 0+120.000 0 0 16 122 0+130.000 0 0 26 208 0+140.000 0 0 33 292 0+150.000 0 0 36 345 0+150.958 0 0 38 35 0+160.000 0 0 0 170 0+164.958 0 0 45 111 0+170.000 0 0 39 212 0+180.000 0 0 32 358 0+190.000 0 0 22 269 0+200.000 0 0 13 176 0+210.000 0 0 7 100 0+220.000 0 0 3 47 0+230.000 0 0 0.336 14 0+240.000 0.046 0.231 0.239 3 0+250.000 0 0.23 0.376 3 0+260.000 0.148 0.729 0.063 2 0+270.000 0.473 3 0.043 0.54 0+280.000 0.387 4 0.059 0.53 0+290.000 0.078 2 0.14 0.992 0+300.000 0 0.39 0.593 4 0+310.000 0 0 0.88 7 0+320.000 0 0 0.811 8 0+330.000 0.002 0.012 0.489 7 0+340.000 0.038 0.2 0.112 3 Total 22 2 589 CORTE RELLENO PROGRESIVA AREA VOLUMEN AREA VOLUMEN 0+000.000 0.05 0.00 0.14 0.00 0+010.000 0.14 0.94 0.01 0.73 0+020.000 0.25 1.94 0.00 0.07 0+030.000 0.22 2.33 0.01 0.07 0+040.000 0.13 1.76 0.02 0.16 0+050.000 0.12 1.27 0.04 0.30 0+060.000 0.14 1.30 0.02 0.29 0+070.000 0.04 0.90 0.09 0.55 0+080.000 0.01 0.27 0.25 1.69 0+090.000 0.00 0.05 1.12 6.87 0+100.000 0.00 0.00 3.51 23.16 0+110.000 0.00 0.00 8.34 59.23 0+120.000 0.00 0.00 16.02 121.79 0+130.000 0.00 0.00 25.55 208.09 0+140.000 0.00 0.00 32.79 291.98 0+150.000 0.00 0.00 36.22 345.04 0+150.958 0.00 0.00 37.54 35.33 0+160.000 0.00 0.00 0.00 169.72 0+164.958 0.00 0.00 44.77 110.97 0+170.000 0.00 0.00 39.14 211.53 0+180.000 0.00 0.00 31.75 357.53 0+190.000 0.00 0.00 21.95 268.55 0+200.000 0.00 0.00 13.17 175.65 0+210.000 0.00 0.00 6.74 99.75 0+220.000 0.00 0.00 2.55 46.51 0+230.000 0.00 0.00 0.34 14.50 0+240.000 0.05 0.23 0.24 2.88 0+250.000 0.00 0.23 0.38 3.07 0+260.000 0.15 0.73 0.06 2.21 0+270.000 0.47 3.05 0.04 0.54 0+280.000 0.39 4.23 0.06 0.53 0+290.000 0.08 2.32 0.14 0.99 0+300.000 0.00 0.39 0.59 3.67 0+310.000 0.00 0.00 0.88 7.37 0+320.000 0.00 0.00 0.81 8.46 0+330.000 0.00 0.01 0.49 6.50 0+340.000 0.04 0.20 0.11 3.01 Total 22.15 2589.29 CORTE RELLENO TOPOGRAFO: ING. CARLOS CABRERA C L C L 5.00 5.00 5.00 5.00 10.00 10.00 15.00 15.00 C L C L 5.00 5.00 10.00 10.00 5.00 5.00 10.00 10.00 C L C L 5.00 5.00 10.00 10.00 15.00 15.00 5.00 5.00 0 0 000.00 000.00 + + 183.00 183.00 184.00 184.00 182.00 182.00 PROG =0+000.00 COTA TERRENO =183.18 COTA RASANTE =183.18 AREA RELLENO =0.14 M2 AREA CORTE =0.05 M2 0.50:1 0.50:1 0 0 010.00 010.00 + + 183.00 183.00 184.00 184.00 182.00 182.00 PROG =0+010.00 COTA TERRENO =183.19 COTA RASANTE =183.16 AREA RELLENO =0.01 M2 AREA CORTE =0.15 M2 0.50:1 0.50:1 0 0 020.00 020.00 + + 183.00 183.00 184.00 184.00 182.00 182.00 PROG =0+020.00 COTA TERRENO =183.20 COTA RASANTE =183.15 AREA RELLENO =0.00 M2 AREA CORTE =0.26 M2 0.50:1 0.50:1 0 0 030.00 030.00 + + 183.00 183.00 184.00 184.00 182.00 182.00 PROG =0+030.00 COTA TERRENO =183.20 COTA RASANTE =183.14 AREA RELLENO =0.01 M2 AREA CORTE =0.23 M2 0.50:1 0.50:1 0 0 040.00 040.00 + + 183.00 183.00 184.00 184.00 182.00 182.00 PROG =0+040.00 COTA TERRENO =183.18 COTA RASANTE =183.13 AREA RELLENO =0.02 M2 AREA CORTE =0.14 M2 0.50:1 0.50:1 0 0 050.00 050.00 + + 183.00 183.00 184.00 184.00 182.00 182.00 PROG =0+050.00 COTA TERRENO =183.17 COTA RASANTE =183.12 AREA RELLENO =0.04 M2 AREA CORTE =0.13 M2 0.50:1 0.50:1 0 0 060.00 060.00 + + 183.00 183.00 184.00 184.00 182.00 182.00 PROG =0+060.00 COTA TERRENO =183.15 COTA RASANTE =183.11 AREA RELLENO =0.02 M2 AREA CORTE =0.14 M2 0.50:1 0.50:1 0 0 070.00 070.00 + + 183.00 183.00 184.00 184.00 182.00 182.00 PROG =0+070.00 COTA TERRENO =183.10 COTA RASANTE =183.10 AREA RELLENO =0.11 M2 AREA CORTE =0.04 M2 0.50:1 0.50:1 0 0 080.00 080.00 + + 183.00 183.00 184.00 184.00 182.00 182.00 PROG =0+080.00 COTA TERRENO =183.08 COTA RASANTE =183.09 AREA RELLENO =0.29 M2 AREA CORTE =0.01 M2 0.50:1 1.00:1 0 0 090.00 090.00 + + 183.00 183.00 184.00 184.00 182.00 182.00 PROG =0+090.00 COTA TERRENO =183.07 COTA RASANTE =183.26 AREA RELLENO =1.13 M2 AREA CORTE =0.00 M2 1.00:1 1.00:1 0 0 100.00 100.00 + + 183.00 183.00 184.00 184.00 182.00 182.00 PROG =0+100.00 COTA TERRENO =183.07 COTA RASANTE =183.67 AREA RELLENO =3.27 M2 AREA CORTE =0.00 M2 1.00:1 1.00:1 0 0 110.00 110.00 + + 184.00 184.00 185.00 185.00 183.00 183.00 182.00 182.00 PROG =0+110.00 COTA TERRENO =183.08 COTA RASANTE =184.34 AREA RELLENO =7.41 M2 AREA CORTE =0.00 M2 1.00:1 1.00:1 120.00 0 0 184.00 120.00 + + 184.00 186.00 185.00 185.00 186.00 183.00 183.00 182.00 182.00 PROG =0+120.00 COTA TERRENO =183.06 COTA RASANTE =185.14 AREA RELLENO =13.66 M2 AREA CORTE =0.00 M2 1.00:1 1.00:1 0 0 130.00 130.00 + + 185.00 185.00 186.00 186.00 187.00 187.00 184.00 184.00 183.00 183.00 182.00 182.00 PROG =0+130.00 COTA TERRENO =183.00 COTA RASANTE =185.94 AREA RELLENO =21.30 M2 AREA CORTE =0.00 M2 1.00:1 1.00:1 0 0 140.00 140.00 + + 185.00 185.00 186.00 186.00 187.00 187.00 184.00 184.00 183.00 183.00 182.00 182.00 PROG =0+140.00 COTA TERRENO =183.22 COTA RASANTE =186.56 AREA RELLENO =26.06 M2 AREA CORTE =0.00 M2 1.00:1 1.00:1 C L C L 5.00 5.00 5.00 5.00 10.00 10.00 15.00 15.00 C L C L 5.00 5.00 10.00 10.00 5.00 5.00 10.00 10.00 C L C L 5.00 5.00 10.00 10.00 15.00 15.00 5.00 5.00 0 0 150.00 150.00 + + 185.00 185.00 186.00 186.00 187.00 187.00 188.00 188.00 184.00 184.00 183.00 183.00 182.00 182.00 PROG =0+150.00 COTA TERRENO =183.29 COTA RASANTE =186.85 AREA RELLENO =28.70 M2 AREA CORTE =0.00 M2 1.00:1 1.00:1 0 0 150.96 150.96 + + 185.00 185.00 186.00 186.00 187.00 187.00 188.00 188.00 184.00 184.00 183.00 183.00 182.00 182.00 PROG =0+150.96 COTA TERRENO =183.32 COTA RASANTE =186.86 AREA RELLENO =29.53 M2 AREA CORTE =0.00 M2 1.00:1 1.00:1 0 0 160.00 160.00 + + 185.00 185.00 186.00 186.00 187.00 187.00 188.00 188.00 184.00 184.00 183.00 183.00 182.00 182.00 181.00 181.00 PROG =0+160.00 COTA TERRENO =181.24 COTA RASANTE =186.87 AREA RELLENO =0.00 M2 AREA CORTE =0.00 M2 10.89:1 0 0 164.96 164.96 + + 185.00 185.00 186.00 186.00 187.00 187.00 188.00 188.00 184.00 184.00 183.00 183.00 182.00 182.00 181.00 181.00 PROG =0+164.96 COTA TERRENO =183.36 COTA RASANTE =186.86 AREA RELLENO =33.48 M2 AREA CORTE =0.00 M2 1.00:1 1.00:1 0 0 170.00 170.00 + + 185.00 185.00 186.00 186.00 187.00 187.00 184.00 184.00 183.00 183.00 182.00 182.00 PROG =0+170.00 COTA TERRENO =182.94 COTA RASANTE =186.77 AREA RELLENO =31.63 M2 AREA CORTE =0.00 M2 1.00:1 1.00:1 0 0 180.00 180.00 + + 185.00 185.00 186.00 186.00 187.00 187.00 184.00 184.00 183.00 183.00 182.00 182.00 PROG =0+180.00 COTA TERRENO =182.91 COTA RASANTE =186.35 AREA RELLENO =26.16 M2 AREA CORTE =0.00 M2 1.00:1 1.00:1 0 0 190.00 190.00 + + 184.00 184.00 185.00 185.00 186.00 186.00 183.00 183.00 182.00 182.00 PROG =0+190.00 COTA TERRENO =183.01 COTA RASANTE =185.61 AREA RELLENO =18.38 M2 AREA CORTE =0.00 M2 1.00:1 1.00:1 0 0 200.00 200.00 + + 184.00 184.00 185.00 185.00 183.00 183.00 182.00 182.00 PROG =0+200.00 COTA TERRENO =182.99 COTA RASANTE =184.81 AREA RELLENO =11.43 M2 AREA CORTE =0.00 M2 1.00:1 1.00:1 0 0 210.00 210.00 + + 184.00 184.00 185.00 185.00 183.00 183.00 182.00 182.00 PROG =0+210.00 COTA TERRENO =182.97 COTA RASANTE =184.03 AREA RELLENO =5.92 M2 AREA CORTE =0.00 M2 1.00:1 1.00:1 0 0 220.00 220.00 + + 183.00 183.00 184.00 184.00 182.00 182.00 PROG =0+220.00 COTA TERRENO =183.00 COTA RASANTE =183.46 AREA RELLENO =2.23 M2 AREA CORTE =0.00 M2 1.00:1 1.00:1 0 0 230.00 230.00 + + 183.00 183.00 184.00 184.00 182.00 182.00 PROG =0+230.00 COTA TERRENO =183.07 COTA RASANTE =183.13 AREA RELLENO =0.35 M2 AREA CORTE =0.07 M2 1.00:1 0.50:1 0 0 240.00 240.00 + + 183.00 183.00 184.00 184.00 182.00 182.00 PROG =0+240.00 COTA TERRENO =183.02 COTA RASANTE =183.06 AREA RELLENO =0.27 M2 AREA CORTE =0.07 M2 0.50:1 0.50:1 0 0 250.00 250.00 + + 183.00 183.00 184.00 184.00 182.00 182.00 PROG =0+250.00 COTA TERRENO =183.04 COTA RASANTE =183.09 AREA RELLENO =0.37 M2 AREA CORTE =0.03 M2 1.00:1 0.50:1 0 0 260.00 260.00 + + 183.00 183.00 184.00 184.00 182.00 182.00 PROG =0+260.00 COTA TERRENO =183.17 COTA RASANTE =183.12 AREA RELLENO =0.12 M2 AREA CORTE =0.24 M2 1.00:1 0.50:1 0 0 270.00 270.00 + + 183.00 183.00 184.00 184.00 182.00 182.00 PROG =0+270.00 COTA TERRENO =183.26 COTA RASANTE =183.15 AREA RELLENO =0.09 M2 AREA CORTE =0.53 M2 0.50:1 0.50:1 0 0 280.00 280.00 + + 183.00 183.00 184.00 184.00 182.00 182.00 PROG =0+280.00 COTA TERRENO =183.28 COTA RASANTE =183.18 AREA RELLENO =0.04 M2 AREA CORTE =0.36 M2 0.50:1 0.50:1 0 0 290.00 290.00 + + 183.00 183.00 184.00 184.00 182.00 182.00 PROG =0+290.00 COTA TERRENO =183.27 COTA RASANTE =183.21 AREA RELLENO =0.08 M2 AREA CORTE =0.10 M2 0.50:1 1.00:1 0 0 300.00 300.00 + + 183.00 183.00 184.00 184.00 182.00 182.00 PROG =0+300.00 COTA TERRENO =183.17 COTA RASANTE =183.24 AREA RELLENO =0.51 M2 AREA CORTE =0.00 M2 1.00:1 1.00:1 0 0 310.00 310.00 + + 183.00 183.00 184.00 184.00 182.00 182.00 PROG =0+310.00 COTA TERRENO =183.09 COTA RASANTE =183.27 AREA RELLENO =0.80 M2 AREA CORTE =0.00 M2 1.00:1 1.00:1 0 0 320.00 320.00 + + 183.00 183.00 184.00 184.00 182.00 182.00 PROG =0+320.00 COTA TERRENO =183.12 COTA RASANTE =183.30 AREA RELLENO =0.76 M2 AREA CORTE =0.00 M2 1.00:1 1.00:1 0 0 330.00 330.00 + + 183.00 183.00 184.00 184.00 182.00 182.00 PROG =0+330.00 COTA TERRENO =183.20 COTA RASANTE =183.33 AREA RELLENO =0.47 M2 AREA CORTE =0.00 M2 1.00:1 0.50:1 0 0 340.00 340.00 + + 183.00 183.00 184.00 184.00 182.00 182.00 PROG =0+340.00 COTA TERRENO =183.36 COTA RASANTE =183.36 AREA RELLENO =0.09 M2 AREA CORTE =0.04 M2 0.50:1 1.00:1 GERENTE DE PROYECTO: TITULO: SECCIONES TRANSVERSALES (VIAS DE ACCESO) PROYECTO: DISEÑO DEL PUENTE VEHICULAR DE H A LAMINA: HOR. Y VER. 1:100 ESCALA: FECHA: 2/7 GERENTE DE PROYECTO: TITULO: SECCIONES TRANSVERSALES (VIAS DE ACCESO) PROYECTO: DISEÑO DEL PUENTE VEHICULAR DE H A LAMINA: HOR. Y VER. 1:100 ESCALA: FECHA: 3/7