路基设计表

路　　基　　设　　计　　表第竖曲线里程桩号1页共 3 页填挖高度改正值切线高程设　计地　面高　程高　程197.884198.644199.404200.164200.924201.684202.444202.671203.204203.964204.724205.484206.244200.88198.24192.00184.50184.50184.50189.20190.00195.30204.00216.00222.00231.00213.60231.60227.90220.00216.40210.20219.10222.00225.800.407.4015.6616.4217.18路基宽度左13.5013.5013.5013.5013.5013.5013.5013.5013.50高 差 (m)左-0.11-0.13-0.16-0.18-0.20-0.22-0.24-0.25-0.25-0.25-0.25-0.25-0.25-0.25-0.25-0.25-0.25-0.25-0.25-0.25-0.25-0.25中桩填挖备注填挖3.000.407.4015.6616.4217.18平曲线纵坡及坡长凹凸至切点填挖3.00右13.5013.5013.5013.5013.5013.5013.5013.5013.5013.5013.5013.5013.5013.5013.5013.5013.5013.5013.5013.5013.5013.50中0.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.00右-0.25-0.25-0.25-0.25-0.25-0.25-0.25-0.25-0.25-0.25-0.25-0.25-0.25-0.25-0.25-0.25-0.25-0.25-0.25-0.25-0.25-0.25 K306+080.00100.000120.000140.000160.000180.000200.000HZ 205.983220.000240.000260.000280.000300.000315.659320.000340.000360.000380.000400.000420.000440.000460.000JD88右49°26′03.0″R=2000 Ls=300.313 T1=1071.613 T2=1071.613L=2025.893E=203.78k306+080.00I=3.8%L=60013.2412.677.900.0411.2816.5224.766.7624.6020.1711.577.320.518.8411.2114.5213.2412.677.900.0411.2816.5224.766.7624.6020.1711.577.320.518.8411.2114.5213.5013.5013.5013.5013.5013.5013.5013.5013.5013.5013.5013.5013.500.000206.84207.00207.76208.52209.28210.04210.80211.56213.08206.839207.003207.734208.426209.077209.688210.260210.791211.2824.3424.3444.3464.3484.340.000.030.100.210.360.540.771.35凸104.34124.34164.34