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计算书70页 答辩PPT22页 CAD图30多张 全长3.1公里 路基宽度26m 全长3.1公里双向四车道路基宽度26m计算书70页 答辩PPT22 3.1公里双向四车道路基

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全长3.1公里双向四车道路基宽度26m（计算书70页答辩ppt22页cad图30多张）(内带cad图纸）,计算书70页,答辩PPT22页,CAD图30多张,全长3.1公里,路基宽度26m,全长3.1公里双向四车道路基宽度26m计算书70页,答辩PPT22,3.1公里双向四车道路基

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附表一超高值计算表 直线K桩号差高程差设计高程 自然高程填挖高度x超高段任点到起或终点距离曲线内侧超高 曲线外侧超高 内侧超高边程 外侧超高边程 16007005.619.7517.252.50.050.0519.1520.35 16206805.4419.5917.312.280.050.0518.9920.19 16406605.2819.4317.322.110.050.0518.8320.03 16606405.1219.2717.361.910.050.0518.6719.87 16806204.9619.1117.451.66192.240.0488360.04728418.52396819.677408 17006004.818.9517.531.42172.240.0458360.04028418.39996819.433408 17205804.6418.7917.611.18152.240.0428360.03328418.27596819.189408 17405604.4818.6317.690.94132.240.0398360.02628418.15196818.945408 17605404.3218.4717.650.82112.240.0368360.01928418.02796818.701408 17805204.1618.3117.480.8392.240.0338360.01228417.90396818.457408 1800500418.1517.30.8572.240.0308360.00528417.77996818.213408 18204803.8417.9917.840.1552.240.027836-0.00171617.65596817.969408 18404603.6817.8318.22-0.3932.240.024836-0.00871617.53196817.725408 18604403.5217.6718.24-0.5712.240.021836-0.01571617.40796817.481408 直线K桩号差高程差设计高程 自然高程填挖高度x超高段任点到起或终点距离曲线内侧超高 曲线外侧超高 内侧超高边程 外侧超高边程 33603903.1222.6320.062.574.820.02 -0.01666147222.3922.43006234 33803702.9622.7920.312.4824.820.02 -0.00280865822.5522.7562961 34003502.822.9520.562.3944.820.020.01104415622.7123.08252987 34203302.6423.1120.732.3864.82 0.0206661960.02066619622.8620056523.35799435 34403102.4823.2720.912.3684.82 0.0225507660.02255076622.9993908123.54060919 34602902.3223.43212.43104.82 0.0244353360.02443533623.1367759723.72322403 34802702.1623.59212.59124.82 0.0263199060.02631990623.2741611323.90583887 3500250223.7521.122.63144.82 0.0282044760.02820447623.4115462924.08845371 35202301.8423.9122.731.18164.82 0.0300890460.03008904623.5489314524.27106855 竖曲线KXY桩差高差切线高程设计高程 3520002301.8423.9123.91164.82 0.0300890460.030089046 23.5489314524.27106855 3540200.012101.6824.0724.06184.82 0.0319736160.031973616 23.6763166124.44368339 3560400.041901.5224.2324.19204.82 0.0338581860.033858186 23.7837017724.59629823 3580600.091701.3624.3924.3224.82 0.0357427560.035742756 23.8710869324.72891307 3600800.161501.224.5524.39244.82 0.0376273260.037627326 23.9384720824.84152792 36201000.251301.0424.7124.46264.82 0.0395118960.039511896 23.9858572424.93414276 36401200.361100.8824.8724.510.040.04 24.0324.99 36601400.49900.7225.0324.540.040.04 24.0625.02 36801600.64700.5625.1924.550.040.04 24.0725.03 37001800.81500.425.3524.540.040.04 24.0625.02 37202001300.2425.5124.510.040.04 24.0324.99 37402201.21100.0825.6724.460.040.04 23.9824.94 37602401.44100.0825.8324.390.040.04 23.9124.87 37802601.69300.2425.9924.30.040.04 23.8224.78 38002801.96500.426.1524.190.040.04 23.7124.67 38203002.25700.5626.3124.060.040.04 23.5824.54 38403202.56900.7226.4723.910.040.04 23.4324.39 38603402.891100.8826.6323.740.040.04 23.2624.22 38803603.241301.0426.7923.550.040.04 23.0724.03 39003803.611501.226.9523.340.040.04 22.8623.82 392040041701.3627.1123.11245.18 0.0376612490.037661249 22.6580650223.56193498 39404204.411901.5227.2722.86225.18 0.0357766780.035776678 22.4306798623.28932014 39604404.842101.6827.4322.59205.18 0.0338921080.033892108 22.183294722.9967053 39804605.292301.8427.5922.3185.18 0.0320075380.032007538 21.9159095422.68409046 直线K桩号差高程差设计高程 自然高程填挖高度 39803204.822.322.30185.18 0.0320075380.032007538 21.9159095422.68409046 40003004.52222.16-0.16165.18 0.0301229680.030122968 21.6385243822.36147562 40202804.221.722.24-0.54145.18 0.0282383980.028238398 21.3611392222.03886078 40402603.921.422.32-0.92125.18 0.0263538280.026353828 21.0837540621.71624594 40602403.621.122.19-1.09105.18 0.0244692580.024469258 20.806368921.3936311 40802203.320.821.84-1.0485.18 0.0225846880.022584688 20.5289837521.07101625 4100200320.521.48-0.9865.18 0.0207001180.020700118 20.2515985920.748401