Download - calculos carretera_RSC.xls

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Niv_PendNIVELACION DE POLIGONAL CON CAMBIO DE PENDIENTE1er TramoEstaca:0+000hastaEstaca:0+220Longitud:200metrosPendiente:-1.27%2do TramoEstaca:0+220hastaEstaca:0+604Longitud:604metrosPendiente:0.52%ReferenciaDistanciaCota terrenoCota razanteAltura corteAltura rellenoPen-dientePuntoEstacaProgresivaPto AntAcum.000+000.000.00000.003683.603683.60------------1200+020.020.00020.003683.503683.350.150.00-1.27%2400+040.020.00040.003684.303683.091.210.00-1.27%340+40+044.004.00044.003684.403683.041.360.00-1.27%4500+050.006.00050.003684.503682.961.540.00-1.27%5600+060.010.00060.003684.603682.841.760.00-1.27%6700+070.010.00070.003684.903682.712.190.00-1.27%7800+080.010.00080.003686.103682.583.520.00-1.27%8900+090.010.00090.003686.203682.453.750.00-1.27%990+70+097.007.00097.003685.503682.373.130.00-1.27%101000+100.003.00100.003685.003682.332.670.00-1.27%111100+110.010.00110.003682.903682.200.700.00-1.27%121200+120.010.00120.003681.603682.070.000.47-1.27%131300+130.010.00130.003680.803681.950.001.15-1.27%141400+140.010.00140.003681.503681.820.000.32-1.27%151500+150.010.00150.003681.403681.690.000.29-1.27%16150+100+160.010.00160.003681.303681.560.000.26-1.27%171800+180.020.00180.003682.403681.311.090.00-1.27%604.00182000+200.020.00200.003682.903681.051.850.00-1.27%2203683.60192200+220.020.00220.003683.603680.802.800.00-1.27%3680.80202400+240.020.00240.003683.903680.903.000.000.52%384.003682.80212600+260.020.00260.003683.503681.012.490.000.52%22260+160+276.016.00276.003683.003681.091.910.000.52%232800+280.004.00280.003683.003681.111.890.000.52%242900+290.010.00290.003682.803681.161.640.000.52%253000+300.010.00300.003682.303681.221.080.000.52%263100+310.010.00310.003682.003681.270.730.000.52%27300+120+312.002.00312.003681.903681.280.620.000.52%283200+320.008.00320.003681.503681.320.180.000.52%293400+340.020.00340.003681.003681.430.000.430.52%303600+360.020.00360.003682.003681.530.470.000.52%313800+380.020.00380.003683.003681.631.370.000.52%324000+400.020.00400.003683.403681.741.660.000.52%334200+420.020.00420.003683.103681.841.260.000.52%344400+440.020.00440.003683.003681.951.050.000.52%35440+130+453.013.00453.003682.703682.010.690.000.52%364600+460.007.00460.003682.703682.050.650.000.52%374700+470.010.00470.003682.803682.100.700.000.52%384800+480.010.00480.003682.703682.150.550.000.52%394900+490.010.00490.003682.803682.210.590.000.52%405000+500.010.00500.003682.003682.260.000.260.52%415100+510.010.00510.003682.103682.310.000.210.52%425200+520.010.00520.003683.203682.360.840.000.52%43520+100+530.010.00530.003683.203682.410.790.000.52%445400+540.010.00540.003683.403682.470.930.000.52%455600+560.020.00560.003683.503682.570.930.000.52%465800+580.020.00580.003682.803682.680.130.000.52%476000+600.020.00600.003682.803682.780.020.000.52%48600+40+604.004.00604.003682.803682.800.000.000.52%53.873.38Altura maxima acumulado de corte:53.87mt.Altura maxima acumulado de relleno:3.38mt.

Perfil

Perfil3683.63683.63683.53683.34545454543684.33683.09090909093684.43683.043684.53682.96363636363684.63682.83636363643684.93682.70909090913686.13682.58181818183686.23682.45454545463685.53682.365454545436853682.32727272733682.93682.23681.63682.07272727273680.83681.94545454543681.53681.81818181823681.43681.69090909093681.33681.56363636363682.43681.30909090913682.93681.05454545463683.63680.83683.93680.90416666673683.53681.008333333336833681.091666666736833681.11253682.83681.16458333333682.33681.216666666736823681.268753681.93681.27916666673681.53681.320833333336813681.42536823681.529166666736833681.63333333333683.43681.73753683.13681.841666666736833681.94583333333682.73682.01354166673682.73682.053682.83682.10208333333682.73682.15416666673682.83682.2062536823682.25833333333682.13682.31041666673683.23682.36253683.23682.41458333333683.43682.46666666673683.53682.57083333333682.83682.6753682.83682.77916666673682.83682.8

CotaPERFIL TRAZO PRELIMINAR

Calc_CurvaCALCULO DE LA CURVAS HORIZONTALESDeterminacion del Pc, Pi y PtN CurvaV. Diseo (km/h)Ang. Ext. ()Radio (m)TELcfPcPiPt014055552975369011614302406565411274102302673040345268018236232033835604504990419778410448487130240Calculo de la Longitud TotalTramoDiLi111911621401333130125412912759188609590

Dise_CurvaDISEO Y CALCULO DEL SOBREANCHO Y PERALTES EN LAS CURVASDETERMINACION DE INDICE DEL PERALTE (%p) - Segn Curvas 304.05 y Tabla 402.02N CurvaV. Diseo "V" (km/h)Radio "R" (m)Indice obtenido (p %)Indice redondeo (p %)0140557.8100240657.5100345807.260450907.66CALCULO DE SOBREANCHON CurvaV. Diseo "V" (km/h)Radio "R" (m)Longitud de vehiculo "L" (m)Sobreancho Clculo "Sa" (m)Sobreancho Redondeo "Sa" (m)01405561.201.6002406561.051.4003458060.951.2004509060.931.60CALCULO DE ANCHO DE CALZADA DE DOS CARRILES - Segn tabla 304.01Clasificacin3ra claseVEH/Da