PUNTO ABSCISA COTA PROYECTO ABSCISA PCV 1005 205.5 1005 2 1025 206.0690625 1015 3 1045 206.638125 1025 4 1065 207.1453125 1035 5 1085 207.6525 1045 6 1105 208.0978125 1055 208.543125 1065 208.9265625 1075 209.31 1085 209.6315625 1095 209.953125 1105 160 0.06 -3.9 PUNTO ABSCISA COTA TANG CORRECCION COTA CURVA PCV 1005 205.5 0 205.5 140 1025 206.7 0.061875 206.6381 120 1045 207.9 0.2475 207.6525 100 1065 209.1 0.556875 208.5431 80 1085 210.3 0.99 209.31 60 1105 211.5 1.546875 209.9531 40 1125 212.7 2.2275 210.4725 20 1145 213.9 3.031875 210.8681 PIV 1165 215.1 3.96 211.14 20 1185 214.32 3.031875 211.2881 40 1205 213.54 2.2275 211.3125 60 1225 212.76 1.546875 211.2131 80 1245 211.98 0.99 210.99 100 1265 211.2 0.556875 210.6431 120 1285 210.42 0.2475 210.1725 140 1305 209.64 0.061875 209.5781 PTV 1325 208.8 0 208.8

Tablas y Diagramas Diseño Vertical FINAL

Download XLSX Report

Upload
jover-alean-florez
View
11
Download
3

Embed Size (px)

DESCRIPTION

Citation preview

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.