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1、任务一：复核施工图纸、计算工程数量任务11:依据坡率、桩号、地面高程、填挖高度等复核设计高程桩号坡率桩间距离设计高程复合高程计算公式复核0+0000.269%965.71+0200.269%20965.764965.71+20*0.269%965.7638+035.1790.269%15.179965.805965.764+157.179*0.269%965.8048315+0400.269%4.821965.818965.805+4.821 *0.269%965.8179685+0600.269%20965.871965.818+20*0.269%965.8718+0800.269%2096
2、5.925965.871+20*0.269%965.9248+1000.269%20965.979965.925+20*0.269%965.9788+1200.269%20966.033965.979+20*0.269%966.0328+1400.269%20966.087966.033+20*0.269%966.0868+1600.269%20966.141966.087+20*0.269%966.1408+1800.269%20966.194966.141+20*0.269%966.1948+2000.269%20966.248966.194+20*0.269%966.2478+2200.
3、269%20966.302966.248+20*0.269%966.3018+2400.269%20966.356966.302+20*0.269%966.3558+2600.269%20966.41966.356+20*0.269%966.4098+2800.269%20966.463966.41+20*0.269%966.4638+3000.269%20966.517966.463+20*0.269%966.5168+3200.269%20966.571966.517+20*0.269%966.5708+3400.269%20966.625966.571+20*0.269%966.6248
4、+3600.269%20966.679966.625+20*0.269%966.6788+3800.269%20966.732966.679+20*0.269%966.7328+396.7720.269%16.772966.778966.732+16.772*0.269%966.7771167+4000.269%3.228966.786966.778+3.228*0.269%966.7866833+4200.269%20966.84966.786+20*0.269%966.8398+4400.269%20966.894966.84+20*0.269%966.8938+4600.269%2096
5、6.948966.894+20*0.269%966.9478+4800.269%20967.002966.748+20*0.269%967.0018+5000.269%20967.055967.002+20*0.269%967.0558+5200.269%20967.109967.055+20*0.269%967.1088+5400.269%20967.163967.109+20*0.269%967.1628+5600.269%20967.217967.163+20*0.269%967.2168+5800.269%20967.271967.163+20*0.269%967.2708+6000.
6、269%20967.324967.271+20*0.269%967.3248+6200.269%20967.378967.324+20*0.269%967.3778+6400.269%20967.432967.378+20*0.269%967.4318+6600.269%20967.486967.432+20*0.269%967.4858+6800.269%20967.54967.486+20*0.269%967.5398+7000.269%20967.593967.54+20*0.269%967.5938+7200.269%20967.647967.593+20*0.269%967.6468
7、+7400.269%20967.701967.647+20*0.269%967.7008+758.3640.269%18.364967.75967.701+20*0.269%967.7503992+773.4420.269%15.078任务1.2：主要工程量复核工程部分名称单位数量复核数值复核公式备注5 cm中粒式沥青 砼AC-16面层m29281.0649281.06412*773.422掺加抗剥落剂， 路用纤维洒透层油（1.0升 /平方米）L9281.0649281.06412*773.42220 cm水泥（5%） 稳定级配碎石 （厂拌）基层im29281.0649281.06412*77
8、3.422厂拌15 cm山皮石垫层im210054.48610054.48613*773.422厂拌道牙(100*15*35)(C30水泥砼)m15471546.8842*773.442C15水泥砼道牙 靠背3 m97.451104.41467(0.0315+0.036)*2*773.442现浇3 cm C15水泥砼道 牙垫层3 m69.6086.9607980.03*0.15*773.422*2现浇2 cm 1:3水泥砂 浆道牙找平层3 m46.4054.6405320.02*0.15*773.422*2填方3 m24.8522525挖方3 m7061.687062706213:依据桩号坐标
9、、半径、转角值复核曲线要素曲线要素数值计算公式半径 R=430.00430（已知）转角 a =96 21，4296 21，42 （已知）外距值E=214.888430*（sec96 21，42 /2-1）曲线长L=723.185n /180*430*96 21， 42切线长T=480.604430*tana /2校正值J=238.023480.604*2-723.185主点桩号数值计算公式ZY K0+035.179K0+515.784-480.604QZ K0+396.772K0+035.179+723.185/2YZ K0+785.364K0+396.772+723.185坐标XY15515
10、.15219488.29915624.25419821.94715945.65219963.109任务14:依据坐标计算方位角桩号坐标方位角数值AX/AY复合方位角XYAXAYK0+00015518.8119453.3195 58，-2.08519.891-9.540047995 58，92586240 2015516.7319473.2095 58，-1.58215.096-9.542351495 50，4358545835.17915515.15295 5858-0.4754.798-10.101052634019493.09795 2026-1.39819.949-14.26967096
11、95 2/ 266015513.27919513.04692 4032-0.46919.993-42.6289978792 40328015512.8119533.03990 0 380.46119.99343.3687635690 0 3810015513.27119553.03287 20451.39119.9514.3421998687 2045 12015514.66219572.98284 40512.31619.8638.5764248784 405114015516.97819592.84582 0 573.23819.7346.09450277982 0 5716015520.
12、21619612.57979 21 34.15119.5634.71284027979 20 318015524.36719632.14276 41405.057-16.652-3.2928613876 4140 20015529.42419615.4974 1 165.95155.0939.25777180374 1 1622015535.37519670.58371 21226.83218.7952.7510245971 212224015542.20719689.37868 41297.69818.4572.3976357568 402926015549.90519707.83566 1 358.54818.0792.1149976666 1 3528015558.45319725.91463 21419.3817.6621.88294243163 214130015567.83319743.57660 414710.19117.2071.68845059460
