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

Language	Spanish
Drawing Type	Section
Category	Roads, Bridges and Dams
Additional Screenshots
File Type	dwg
Materials	Other
Measurement Units	Metric
Footprint Area
Building Features
Tags	autocad, bridge, cross, cross section, d, DWG, profiles, Road, section, sections