道路预算 导线严密平差计算表

导线严密平差计算表工程名称： 等级：点名观测角度( )角度改正( )方位角( )边长观测值(m)边长改正数(mm)边长平差值(m)坐标X( m )Y( m )A3628.0226183.76481 57 25B227 25 590.303680.0166551.719129 23 25191.5590.20191.559194 04 310.703558.4536699.76443 27 56158.4480.24158.4482197 57 410.443673.4536808.76461 25 38242.5380.32242.5383244 06 370.243789.4537021.764125 32 15172.0460.21172.0464118 53 230.573689.4537161.76464 25 39180.7010.29180.7015221 55 140.443767.4547324.763106 20 53234.4800.30234.4806102 59 010.733701.4547549.76429 19 55240.8810.22240.8817259 42 090.233911.4547667.764109 02 04211.5680.28211.5688115 55 480.513842.4547867.76444 57 53210.0820.26210.082C218 30 280.183991.0968016.22383 28 21D4045.4538491.275备注Wa = -4.34 Wx = 16.15mm Wy = -7.50mm测角中误差 = 1.049 Ws = 17.80mm 1/T = 1/103483计算者： 校核者： 日期：线元一览表公路段 第 页 共 页序号桩号坐标切线方位( )线型长度( m )半径或回旋参数X( m )Y( m )1K10+000.000126595.622326532.86877 50 12直线1105.5622K11+105.562126828.565327613.61177 50 12缓右转200.000A=711.0903K11+305.562126868.121327809.64680 06 10圆右转1443.544R=2528.2484K12+749.107126707.910329224.621112 49 00缓右转200.000A=711.0905K12+949.106126625.526329406.849115 04 59缓左转150.000A=550.0506K13+099.106126563.629329543.472112 57 09圆左转1384.709R=2017.0347K14+483.815126485.817330898.91873 37 07圆左转1881.988R=1699.1198K16+365.803127816.349332092.20910 09 23缓左转150.000A=504.8449K16+515.804127964.700332114.301 7 37 38缓右转200.000A=636.16910K16+715.804128162.445332144.10510 27 31圆右转2044.462R=2023.55311K18+760.265129675.872333387.36268 20 47缓右转200.000A=636.16912K18+960.265129743.500333575.55871 10 41直线839.73413K19+800.000130014.424334370.38871 10 41计算： 复核： 日期：逐桩坐标计算表公路段 第 1 页 共 2 页桩号桩位坐标高程( m )切线方位( )备注X( m )Y( m )K11+800.000中桩126905.088328301.910334.80991 18 28左中分带126906.588328301.945334.809距中1.500右中分带126903.588328301.876334.809距中1.500左行车道126917.835328302.201335.147距中12.750右行车道126892.341328301.619334.472距中12.750左硬路肩126920.834328302.270335.237距中15.750右硬路肩126889.342328301.551334.382距中15.750左路基边126921.584328302.287335.214距中16.500右路基边126888.592328301.534334.359距中16.500K11+825.000中桩126904.394328326.901334.94191 52 28左中分带126905.893328326.950334.941距中1.500右中分带126902.895328326.851334.941距中1.500左行车道126917.137328327.318335.278距中12.750右行车道126891.651328326.483334.603距中12.750左硬路肩126920.135328327.416335.368距中15.750右硬路肩126888.652328326.385334.513距中15.750左路基边126920.885328327.440335.346距中16.500右路基边126887.903328326.361334.491距中16.500K11+850.000中桩126903.453328351.883335.07392 26 28左中分带126904.951328351.947335.073距中1.500右中分带126901.954328351.819335.073距中1.500左行车道126916.191328352.426335.410距中12.750右行车道126890.714328351.340334.735距中12.750左硬路肩126919.188328352.554335.500距中15.750右硬路肩126887.717328351.212334.645距中15.750左路基边126919.938328352.585335.478距中16.500右路基边126886.968328351.180334.623距中16.500K11+875.000中桩126902.264328376.854335.20493 00 27左中分带126903.762328376.933335.204距中1.500右中分带126900.766328376.776335.204距中1.500左行车道126914.997328377.523335.542距中12.750右行车道126889.532328376.185334.867距中12.750左硬路肩126917.993328377.681335.632距中15.750右硬路肩126886.536328376.028334.777距中15.750左路基边126918.742328377.720335.609距中16.500右路基边126885.787328375.989334.754距中16.500K11+900.000中桩126900.829328401.813335.33693 34 27左中分带126902.326328401.907335.336距中1.500右中分带126899.332328401.720335.336距中1.500计算： 复核： 日期：逐桩坐标计算表公路段 第 2 页 共 2 页桩号桩位坐标高程( m )切线方位( )备注X( m )Y( m )左行车道126913.554328402.608335.674距中12.750右行车道126888.104328401.018334.999距中12.750左硬路肩126916.549328402.795335.764距中15.750右硬路肩126885.110328400.831334.909距中15.750左路基边126917.297328402.842335.741距中16.500右路基边126884.361328400.784334.886距中16.500K11+925.000中桩126899.147328426.756335.46894 08 26左中分带126900.643328426.865335.468距中1.500右中分带126897.651328426.648335.468距中1.500左行车道126911.864328427.677335.805距中12.750右行车道126886.431328425.836335.130距中12.750左硬路肩126914.856328427.894335.895距中15.750右硬路肩126883.439328425.619335.040距中15.750左路基边126915.604328427.948335.873距中16.500右路基边126882.690328425.565335.018距中16.500K11+950.000中桩126897.219328451.682335.60094 42 26左中分带126898.714328451.805335.600距中1.500右中分带126895.724328451.559335.600距中1.500左行车道126909.926328452.728335.937距中12.750右行车道126884.512328450.635335.262距中12.750左硬路肩126912.916328452.974336.027距中15.750右硬路肩126881.522328450.389335.172距中15.750左路基边126913.663328453.036336.005距中16.500右路基边126880.775328450.328335.150距中16.500K11+975.000中桩126895.044328476.587335.73195 16 26左中分带126896.538328476.725335.731距中1.500右中分带126893.551328476.449335.731距中1.500左行车道126907.740328