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全长 公里 千米 双向 车道 路基 宽度 26 计算 70 答辩 ppt22 cad 30

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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）,全长,公里,千米,双向,车道,路基,宽度,26,计算,70,答辩,ppt22,cad,30

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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16007005.619.7517.252.50.050.0519.1520.3516206805.4419.5917.312.280.050.0518.9920.1916406605.2819.4317.322.110.050.0518.8320.0316606405.1219.2717.361.910.050.0518.6719.8716806204.9619.1117.451.66192.240.0488360.04728418.52396819.67740817006004.818.9517.531.42172.240.0458360.04028418.39996819.43340817205804.6418.7917.611.18152.240.0428360.03328418.27596819.18940817405604.4818.6317.690.94132.240.0398360.02628418.15196818.94540817605404.3218.4717.650.82112.240.0368360.01928418.02796818.70140817805204.1618.3117.480.8392.240.0338360.01228417.90396818.4574081800500418.1517.30.8572.240.0308360.00528417.77996818.21340818204803.8417.9917.840.1552.240.027836-0.00171617.65596817.96940818404603.6817.8318.22-0.3932.240.024836-0.00871617.53196817.72540818604403.5217.6718.24-0.5712.240.021836-0.01571617.40796817.481408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 -0.01666147222.3922.4300623433803702.9622.7920.312.4824.820.02 -0.00280865822.5522.756296134003502.822.9520.562.3944.820.020.01104415622.7123.0825298734203302.6423.1120.732.3864.82 0.0206661960.02066619622.8620056523.3579943534403102.4823.2720.912.3684.82 0.0225507660.02255076622.9993908123.5406091934602902.3223.43212.43104.82 0.0244353360.02443533623.1367759723.7232240334802702.1623.59212.59124.82 0.0263199060.02631990623.2741611323.905838873500250223.7521.122.63144.82 0.0282044760.02820447623.4115462924.0884537135202301.8423.9122.731.18164.82 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 23.5489314524.271068553540200.012101.6824.0724.06184.82 0.0319736160.031973616 23.6763166124.443683393560400.041901.5224.2324.19204.82 0.0338581860.033858186 23.7837017724.596298233580600.091701.3624.3924.3224.82 0.0357427560.035742756 23.8710869324.728913073600800.161501.224.5524.39244.82 0.0376273260.037627326 23.9384720824.8415279236201000.251301.0424.7124.46264.82 0.0395118960.039511896 23.9858572424.9341427636401200.361100.8824.8724.510.040.04 24.0324.9936601400.49900.7225.0324.540.040.04 24.0625.0236801600.64700.5625.1924.550.040.04 24.0725.0337001800.81500.425.3524.540.040.04 24.0625.0237202001300.2425.5124.510.040.04 24.0324.9937402201.21100.0825.6724.460.040.04 23.9824.9437602401.44100.0825.8324.390.040.04 23.9124.8737802601.69300.2425.9924.30.040.04 23.8224.7838002801.96500.426.1524.190.040.04 23.7124.6738203002.25700.5626.3124.060.040.04 23.5824.5438403202.56900.7226.4723.910.040.04 23.4324.3938603402.891100.8826.6323.740.040.04 23.2624.2238803603.241301.0426.7923.550.040.04 23.0724.0339003803.611501.226.9523.340.040.04 22.8623.82392040041701.3627.1123.11245.18 0.0376612490.037661249 22.6580650223.5619349839404204.411901.5227.2722.86225.18 0.0357766780.035776678 22.4306798623.2893201439604404.842101.6827.4322.59205.18 0.0338921080.033892108 22.183294722.996705339804605.292301.8427.5922.3185.18 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 21.9159095422.6840904640003004.52222.16-0.16165.18 0.0301229680.030122968 21.6385243822.3614756240202804.221.722.24-0.54145.18 0.0282383980.028238398 21.3611392222.0388607840402603.921.422.32-0.92125.18 0.0263538280.026353828 21.0837540621.7162459440602403.621.122.19-1.09105.18 0.0244692580.024469258 20.806368921.393631140802203.320.821.84-1.0485.18 0.0225846880.022584688 20.5289837521.071016254100200320.521.48-0.9865.18 0.0207001180.020700118 20.2515985920.74840