Hoja1BMVista AdelanteVista AtrsAlt. InstrumentoCota Final
DistanciasRumbos
Hor.2000.0001.5112001.5111.3782000.1330.7172000.7941.4132000.0980.8792000.632Leyenda1.4122000.099(1)
: Eje derecho de la calzada0.9712000.540(2) : Eje central de la
calzada2000.5401.4792002.0191.3752000.6441.3342000.685Clculo de la
Pendiente (m)1.4592000.5601.4772000.542El eje "x" : las
progresivas1.6432000.376x = 500
m.1.6102000.4092000.4091.3352001.744El eje "y" : cotas en los tres
ejes1.5302000.214y (1) = 1995.118 - 2000.133 = -5.0151.5222000.222y
(2) = 1995.108 - 2000.794 = -5.6861.5902000.1541.8521999.892y
(promedio) = -5.3512.1601999.5842.2001999.544Entonces la pendiente
es:(m) = (-5.351/500)*1001999.5441.5222001.066(m) =
-1.070%1.8001999.2661.6001999.4661.5721999.4941.5431999.5231.9621999.1041.9301999.1362.4301998.6362.4001998.6661998.6660.7101999.3761.1041998.2721.1011998.2751.4831997.8931.5401997.8361.9801997.3961.9871997.3892.3801996.9962.3401997.0362.6701996.7062.6901996.6861996.6860.8901997.5761.2451996.3311.2301996.3461.5001996.0761.5031996.0731.6801995.8961.6821995.8941.7701995.8061.7401995.8361995.8360.9921996.8281.2981995.5301.3491995.4791.4831995.3451.4501995.3781.5901995.2381.5701995.2581.7101995.1181.7201995.108
