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Tablas y Diagramas Diseño Vertical FINAL
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Hoja1PUNTOABSCISACOTA PROYECTOABSCISACOTA NEGRAVELICIDADANCHO DE CALZADACARRILBERMABOMBEO(M)T(P.TALUD)ADS.COTA NEGRACOTA ROJAC.TiYC.TdXiXdYiYdVELICIDADANCHO DE CALZADACARRILBERMA % (M)tnedXodB(A.BANCA)FORMAAREAV.CORTEV.TERRAPLENCORRECCION TERRAPLENTERRAPLENES CORREGIDOSCUBICACION ACUMULADAPCV1005205.51005205.6807.33.652201020206.23206.4337740385205.480.2037740385206.876.58590.75830.5631807.33.6522230.50.512.6333333333Prismoide5.5265016595276.59599742521.33276.595997425221025206.06906251015206201040207.07207.3850961538206.10.3150961538207.76.78646.63450.96460.639112.63333333337.179456152231045206.6381251025206.49401060207.85208.25396634622070.4039663462208.356.78059.01490.86980.41412.63333333337.245073345441065207.14531251035206.8601080208.67209.0403846154207.990.3703846154209.26.69196.57460.7540.459212.6333333333Prismoide6.28854375229.1662956517505.762293076951085207.65251045207.3801100209.64209.7443509615209.20.1043509615209.96.52546.45890.41340.287212.63333333331.975696002461105208.09781251055207.61001120210.15210.36586538462100.2158653846210.26.46416.42350.29820.23373.103812.0916666667Tronco de Piramoide1.032689206742.97128336062.29184396673.0481524757546.4417324709208.5431251065208.13.103812.0916666667piramoide0.343776595208.92656251075208.44209.311085208.880-0.9537740385209.63156251095209.4540-0.3662259615209.9531251105209.782.04027993751600.06-3.9
PUNTOABSCISACOTA TANGCORRECCION COTA CURVAPCV1005205.50205.51401025206.70.061875206.6381251201045207.90.2475207.65251001065209.10.556875208.543125801085210.30.99209.31601105211.51.546875209.953125401125212.72.2275210.4725201145213.93.031875210.868125PIV1165215.13.96211.14AbscisaCotas negras201185214.323.031875211.2881251020206.23401205213.542.2275211.31251040207.07601225212.761.546875211.2131251060207.85801245211.980.99210.991080208.671001265211.20.556875210.6431251100209.641201285210.420.2475210.17251120210.151401305209.640.061875209.578125PTV1325208.80208.8AbscisaVol. Acumulado102001060276.59599742521100505.76229307691120546.4417324709Por ser el tramo muy corto (tan solo de 100m) no podemos aprecar una compensacion de material ya que este espacio solo tenemos un gran corte y solo una pequea parte de relleno.
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