道路中边桩坐标计算程序140920表格文件下载.xls

道路中边桩坐标计算程序140920表格文件下载.xls

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序号交点号X（N）坐标Y（E）坐标半径Ls1Ls2桩号1JD04261830.327588524.66402JD14258927.677588034.28910035353JD24259168.864587440.0214JD34259691.451587540.22010035355JD44259828.577587497.48540035356JD54260146.252587441.85216035357JD6426043.503587564.78320035358JD74260816.530587630.387直线、曲线及转角一览表线元要素表交点号交点坐标交点桩号偏角值曲线要素值（m）曲线主点桩号直线长度及方向N（X）E（Y）左偏右偏RLs1Ls2T1T2LEZHHYQZYHHZ直线长度交点间距计算方位角桩号线元长度起始半径结束半径起始曲率1234567891011121314151617181920212425262728JD8HZ3257520.250493402.282K61+775.296K61+775.296JD93258224.119492800.612K62+701.276212335.03200160160684.506684.5061354.81356.925K62+016.769K62+176.769K62+694.176K63+211.583K63+371.583241.473925.9803192833.8K62+016.769241.473000JD103259143.511491077.515K64+640.111221849.02900160160652.014652.0141289.39356.237K63+988.097K64+148.097K64+632.793K65+117.490K65+277.490616.5141953.0352980458.9K62+176.769160.0000-32000JD113259491.051487637.785K68+082.71864930.5630000375.676375.676750.46411.191K67+707.042K67+707.042K68+082.274K68+457.506K68+457.5062429.5523457.2432754609.9K63+211.5831034.813-3200-3200-0.0003125JD123259712.185486648.047K69+095.97070426.2630000389.406389.406777.82212.023K68+706.564K68+706.564K69+095.476K69+484.387K69+484.387249.0591014.1412823540.4K63+371.583160.000-32000-0.0003125JD133260064.438483003.497K72+756.514330245.41750200200619.409619.4091209.33176.371K72+137.106K72+337.106K72+741.771K73+146.437K73+346.4372652.7193661.5332753114.2K63+988.097616.514000JD143260459.895482507.523K73+361.36014.923634.3313083359.6K64+148.097160.0000-29000K65+117.490969.393-2900-2900-0.000344828K65+277.490160.000-29000-0.000344828K67+707.0422429.552000K68+457.506750.464630063000.00015873K68+706.564249.059000K69+484.387777.822-6300-6300-0.00015873K72+137.1062652.719000K72+337.106200.000017500K73+146.437809.331175017500.000571429K73+346.437200.000175000.000571429K73+361.36014.923000直线、曲线及转角一览表线元要素表交点号交点坐标交点桩号偏角值曲线要素值（m）曲线主点桩号直线长度及方向N（X）E（Y）左偏右偏RLs1Ls2T1T2LEZHHYQZYHHZ直线长度交点间距计算方位角桩号线元长度起始半径结束半径起始曲率1234567891011121314151617181920212425262728直线、曲线及转角一览表线元要素表交点号交点坐标交点桩号偏角值曲线要素值（m）曲线主点桩号直线长度及方向N（X）E（Y）左偏右偏RLs1Ls2T1T2LEZHHYQZYHHZ直线长度交点间距计算方位角桩号线元长度起始半径结束半径起始曲率1234567891011121314151617181920212425262728直线、曲线及转角一览表线元要素表交点号交点坐标交点桩号偏角值曲线要素值（m）曲线主点桩号直线长度及方向N（X）E（Y）左偏右偏RLs1Ls2T1T2LEZHHYQZYHHZ直线长度交点间距计算方位角桩号线元长度起始半径结束半径起始曲率1234567891011121314151617181920212425262728直线、曲线及转角一览表线元要素表交点号交点坐标交点桩号偏角值曲线要素值（m）曲线主点桩号直线长度及方向N（X）E（Y）左偏右偏RLs1Ls2T1T2LEZHHYQZYHHZ直线长度交点间距计算方位角桩号线元长度起始半径结束半径起始曲率1234567891011121314151617181920212425262728直线、曲线及转角一览表线元要素表交点号交点坐标交点桩号偏角值曲线要素值（m）曲线主点桩号直线长度及方向N（X）E（Y）左偏右偏RLs1Ls2T1T2LEZHHYQZYHHZ直线长度交点间距计算方位角桩号线元长度起始半径结束半径起始曲率1234567891011121314151617181920212425262728直线、曲线及转角一览表线元要素表交点号交点坐标交点桩号偏角值曲线要素值（m）曲线主点桩号直线长度及方向N（X）E（Y）左偏右偏RLs1Ls2T1T2LEZHHYQZYHHZ直线长度交点间距计算方位角桩号线元长度起始半径结束半径起始曲率1234567891011121314151617181920212425262728直线、曲线及转角一览表线元要素表交点号交点坐标交点桩号偏角值曲线要素值（m）曲线主点桩号直线长度及方向N（X）E（Y）左偏右偏RLs1Ls2T1T2LEZHHYQZYHHZ直线长度交点间距计算方位角桩号线元长度起始半径结束半径起始曲率1234567891011121314151617181920212425262728K51+599.60833.944-126.467-126.467-0.007907201K51+629.60830.000-126.4670-0.007907201K51+744.305114.697000K51+851.858107.553598.094598.0940.001671978K51+851.8600.002000K51+939.58187.721-500-500-0.002K51+970.50030.919000K51+995.50025.0000550K52+021.31625.81655550.018181818直线、曲线及转角一览表线元要素表交点号交点坐标交点桩号偏角值曲线要素值（m）曲线主点桩号直线长度及方向N（X）E（Y）左偏右偏RLs1Ls2T1T2LEZHHYQZYHHZ直线长度交点间距计算方位角桩号线元长度起始半径结束半径起始曲率1234567891011121314151617181920212425262728K52+046.31625.0005500.018181818K52+077.39731.081000K52+107.39730.0000-650K52+138.41431.018-65-65-0.015384615K52+168.41430.000-650-0.015384615K52+206.54438.130000K52+236.54430.00001000K52+278.48241.9381001000.01K52+308.48230.00010000.01K52+308.4840.002000K52+338.48430.0000-97.7010K52+378.66140.177-97.701-97.701-0.01023531K52+408.66130.000-97.7010-0.01023531K52+505.73097.069000K52+535.73030.00001800K52+571.27435.5441801800.005555556K52+601.27430.00018000.005555556K52+631.27430.0000-173.9690K52+660.30629.033-173.969-173.969-0.005748151K52+690.30630.000-173.9690-0.005748151K52+750.77760.471000K52+775.77725.0000-700K52+799.31723.540-70-70-0.014285714K52+824.31725.000-700-0.014285714K52+824.3180.001000K52+854.31830.000069.758999420K52+894.37540.05769.7589994269.758999420.014335068K52+924.37530.00069.7589994200.014335068K53+005.52481.149000K53+055.52450.0000-1200K53+109.85654.332-120-120-0.008333333K53+159.85650.000-1200-0.008333333K53+249.99290.136000K53+274.99225.0000850K53+299.33924.34885850.011764706K53+324.33925.0008500.011764706K53+324.3410.001000K53+349.34125.0000-131.650K53+376.33226.991-131.65-131.65-0.007595898K53+401.33225.000-131.650-0.007595898K53+462.09360.761000K53+487.09325.0000-1150K53+510.51723.423-115-115-0.008695652K53+535.51725.000-1150-0.008695652K53+565.80730.290000K53+615.80750.00001050K53+672.29856.4911051050.00952381K53+722.29850.00010500.00952381K53+722.2990.001000K53+757.29935.0000-250.7590K53+800.77243.473-250.759-250.759-0.003987893K53+835.77235.000-250.7590-0.003987893K54+073.697237.925000K54+274.620200.9238008000.00125K54+306.68732.067000K54+341.68735.0000-1900直线、曲线及转角一览表线元要素表交点号交点坐标交点桩号偏角值曲线要素值（m）曲线主点桩号直线长度及方向N（X）E（Y）左偏右偏RLs1Ls2T1T2LEZHHYQZYHHZ直线长度交点间距计算方位角桩号线元长度起始半径结束半径起始曲率1234567891011121314151617181920212425262728K54+386.57544.888-190-190-0.005263158K54+421.57535.000-1900-0.005263158K54+551.409129.834000K54+634.19482.7853603600.002777778K54+675.24841.054000K54+700.24825.0000-800K54+727.67827.431-80-80-0.0125K54+752.67825.000-800-0.0125K55+016.416263.738000K55+056.41640.00002500K55+104.89748.4802502500.004K55+144.89740.00025000.004K55+144.8990.002000K55+179.89935.0000-262.8140K55+218.59738.698-262.814-262.814-0.003804972K55+253.59735.000-262.8140-0.003804972K55+343.98790.390000K55+373.98730.0000-2550K55+408.29334.306-255-255-0.003921569K55+438.29330.000-2550-0.003921569K55+546.843108.550000K55+576.84330.00001250K55+613.64836.8051251250.008K55+643.64830.00012500.008K55+754.229110.582000K55+784.22930.0000-98.5770K55+815.57031.341-98.577-98.577-0.010144354K55+845.57030.000-98.5770-0.010144354K55+845.569-0.001000K55+870.56925.0000650K55+894.71324.14465650.015384615K55+919.71325.0006500.015384615K55+949.92030.207000K55+974.92025.0000-750K55+998.96324.043-75-75-0.013333333K56+023.96325.000-750-0.013333333K56+054.21330.250000K56+079.21325.000065.9910K56+104.82525.61265.99165.9910.015153582K56+129.82525.00065.99100.015153582K56+159.82430.0000-500K56+199.50539.681-50-50-0.02K56+229.50530.000-500-0.02K56+259.99030.485000K56+284.99025.0000650K56+308.96423.97465650.015384615K56+333.96425.0006500.015384615K56+403.23769.274000K56+558.179154.941-1900-1900-0.000526316K56+919.768361.589000K56+969.76850.00003300K57+023.48353.7153303300.003030303K57+073.48350.00033000.003030303K57+292.003218.520000K57+327.00335.00002550K57+362.95135.9482552550.003921569直线、曲线及转角一览表线元要素表交点号交点坐标交点桩号偏角值曲线要素值（m）曲线主点桩号直线长度及方向N（X）E（Y）左偏右偏RLs1Ls2T1T2LEZHHYQZYHHZ直线长度交点间距计算方位角桩号线元长度起始半径结束半径起始曲率1234567891011121314151617181920212425262728K57+397.95135.00025500.003921569K57+528.551130.601000K57+578.55150.00002600K57+633.14154.5892602600.003846154K57+683.14150.00026000.003846154K57+792.984109.843000K57+949.594156.610-2200-2200-0.000454545K58+043.74694.152000K58+068.74625.0000-850K58+096.10327.357-85-85-0.011764706K58+121.10325.000-850-0.011764706K58+181.17860.075000K58+254.21073.032-480-480-0.002083333K58+387.094132.884000K58+412.09425.0000-350K58+439.38927.295-35-35-0.028571429K58+464.38925.000-350-0.028571429K58+583.709119.319000K58+608.70925.0000-1200K58+633.07324.364-120-120-0.008333333K58+658.07325.000-1200-0.008333333K58+696.91938.846000K58+721.91925.000025.0470K58+721.918-0.00125.04725.0470.039924941K58+746.91825.00025.04700.039924941K58+795.19248.274000直线、曲线及转角一览表线元要素表交点号交点坐标交点桩号偏角值曲线要素值（m）曲线主点桩号直线长度及方向N（X）E（Y）左偏右偏RLs1Ls2T1T2LEZHHYQZYHHZ直线长度交点间距计算方位角桩号线元长度起始半径结束半径起始曲率1234567891011121314151617181920212425262728直线、曲线及转角一览表线元要素表交点号交点坐标交点桩号偏角值曲线要素值（m）曲线主点桩号直线长度及方向N（X）E（Y）左偏右偏RLs1Ls2T1T2LEZHHYQZYHHZ直线长度交点间距计算方位角桩号线元长度起始半径结束半径起始曲率1234567891011121314151617181920212425262728直线、曲线及转角一览表线元要素表交点号交点坐标交点桩号偏角值曲线要素值（m）曲线主点桩号直线长度及方向N（X）E（Y）左偏右偏RLs1Ls2T1T2LEZHHYQZYHHZ直线长度交点间距计算方位角桩号线元长度起始半径结束半径起始曲率1234567891011121314151617181920212425262728直线、曲线及转角一览表线元要素表交点号交点坐标交点桩号偏角值曲线要素值（m）曲线主点桩号直线长度及方向N（X）E（Y）左偏右偏RLs1Ls2T1T2LEZHHYQZYHHZ直线长度交点间距计算方位角桩号线元长度起始半径结束半径起始曲率1234567891011121314151617181920212425262728直线、曲线及转角一览表线元要素表交点号交点坐标交点桩号偏角值曲线要素值（m）曲线主点桩号直线长度及方向N（X）E（Y）左偏右偏RLs1Ls2T1T2LEZHHYQZYHHZ直线长度交点间距计算方位角桩号线元长度起始半径结束半径起始曲率1234567891011121314151617181920212425262728直线、曲线及转角一览表线元要素表交点号交点坐标交点桩号偏角值曲线要素值（m）曲线主点桩号直线长度及方向N（X）E（Y）左偏右偏RLs1Ls2T1T2LEZHHYQZYHHZ直线长度交点间距计算方位角桩号线元长度起始半径结束半径起始曲率1234567891011121314151617181920212425262728直线、曲线及转角一览表线元要素表交点号交点坐标交点桩号偏角值曲线要素值（m）曲线主点桩号直线长度及方向N（X）E（Y）左偏右偏RLs1Ls2T1T2LEZHHYQZYHHZ直线长度交点间距计算方位角桩号线元长度起始半径结束半径起始曲率1234567891011121314151617181920212425262728直线、曲线及转角一览表线元要素表交点号交点坐标交点桩号偏角值曲线要素值（m）曲线主点桩号直线长度及方向N（X）E（Y）左偏右偏RLs1Ls2T1T2LEZHHYQZYHHZ直线长度交点间距计算方位角桩号线元长度起始半径结束半径起始曲率1234567891011121314151617181920212425262728直线、曲线及转角一览表线元要素表交点号交点坐标交点桩号偏角值曲线要素值（m）曲线主点桩号直线长度及方向N（X）E（Y）左偏右偏RLs1Ls2T1T2LEZHHYQZYHHZ直线长度交点间距计算方位角桩号线元长度起始半径结束半径起始曲率1234567891011121314151617181920212425262728直线、曲线及转角一览表线元要素表交点号交点坐标交点桩号偏角值曲线要素值（m）曲线主点桩号直线长度及方向N（X）E（Y）左偏右偏RLs1Ls2T1T2LEZHHYQZYHHZ直线长度交点间距计算方位角桩号线元长度起始半径结束半径起始曲率1234567891011121314151617181920212425262728直线、曲线及转角一览表线元要素表交点号交点坐标交点桩号偏角值曲线要素值（m）曲线主点桩号直线长度及方向N（X）E（Y）左偏右偏RLs1Ls2T1T2LEZHHYQZYHHZ直线长度交点间距计算方位角桩号线元长度起始半径结束