附表格4 路基设计表格

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1、附表4路基设计表桩号平曲线变坡点高程桩号及纵坡坡度、坡长竖曲线地面标高（m）设计高（m）填土高度（m）路基宽（m）路边及中桩与设计高之高差（m）施工时中桩(m)填挖左右左中右填挖123456789101112131415K0+000168.70160.008.707.57.50.0000.1500.0008.55K0+050160.90158.492.417.57.50.0000.1500.0002.26K0+100153.70156.973.277.57.50.0000.1500.0003.12K0+150148.30

2、155.467.167.57.50.0000.1500.0007.01K0+200156.20153.942.267.57.50.0000.1500.0002.11K0+250159.20152.436.777.57.50.0000.1500.0006.62(ZH)K0+276.00JD140°R=500Ls=120T=242.40L=469.00E=33.37146.60151.524.927.57.50.0000.1500.0004.77K0+300146.60151.914.317.57.5-0.0510.000-

3、0.2214.31K0+320146.60150.303.707.57.50.0480.000-0.2643.70K0+340144.20149.705.507.57.50.1470.000-0.2215.50K0+360144.20149.104.907.57.50.2470.000-0.3064.90K0+380152.30148.493.817.57.50.3470.000-0.3913.81(HY)K0+396.00152.30147.884.427.57.50.4250.000-0.4254.42K0+4201

4、57.20147.279.937.57.50.4250.000-0.4259.93K0+440162.10146.6715.437.57.50.4250.000-0.42515.43K0+460157.80146.0611.747.57.50.4250.000-0.42511.74K0+480147.80145.462.347.57.50.4250.000-0.4252.34K0+500147.80144.852.957.57.50.4250.000-0.4252.95(QZ)K0+510.50142.70144.451

5、.757.57.50.4250.000-0.4251.75K0+520+544.75142.70144.241.547.57.50.4250.000-0.4251.54K0+540凹R-5000T-115.25142.80143.640.847.57.50.4250.000-0.4250.84K0+560141.60143.051.457.57.50.4250.000-0.4251.45KO+580147.50142.554.857.57.50.4250.000-0.4254.85KO+600147.40142.125.

6、287.57.50.4250.000-0.4255.28(YH)K0+625.00137.80141.783.987.57.50.4250.000-0.4253.98K0+640137.60141.513.917.57.50.3510.000-0.3933.91KO+660K0+660.00i=1.58%L=230.5高程=140.00135.70141.335.637.57.50.2510.000-0.3515.63K0+680130.80141.2210.427.57.50.1520.000-0.30810.42K0

7、+700130.60141.2010.607.57.50.0530.000-0.26710.60K0+720130.60141.2510.657.57.5-0.0460.000-0.22310.65(HZ)K0+745.00127.70141.3913.697.57.50.0000.1500.00013.54K0+800126.60141.2714.677.57.50.0000.1500.00014.52(ZH)K0+846.75JD222°R=500Ls=100T=147.35L=291.98E=10.02+775.2

8、5126.60141.9015.307.57.50.0000.1500.00015.15K0+860126.60142.2215.627.57.5-0.0910.000-0.20415.62K0+880126.90142.5415.647.57.50.0280.000-0.25415.64K0+900126.9014