导线平差计算表

施检表1-1 编号 ： 第 1 页 共 项目名称成德南高速公路施工单位监理单位观测边长（ｍ）浙江大地交通工程有限公司海南交通工程监理公司坐标增量（ｍ）改正数(m)△X△YVxVy合同段仪器型号改正后的坐标增量（ｍ）公路等级GPT310坐　标（ｍＸ3438797.1343438341.4933438394.6623437810.2373438030.5243437711.3993437668.1583437366.3503436655.4843436675.7543436486.4223436064.2713435825.9763435687.852测量范围九标段与十二标接合导线贯通测量导线点观测左角改正方位角编号（ｄｍｓ）数（ｄｍｓ）D2237°57′05″G2B219°14′19″1277°11′27″G2 128°23′41″1225°35′09″G040C251°37′05″1297°14′18″G040 79°19′21″1196°31′37″I215B249°27′48″1265°59′26″I215 154°40′29″1240°39′56″I216136°01′34″1196°41′30″I217255°39′49″1272°21′20″I218156°27′24″1248°48′45″I219161°57′28″1230°46′14″I220189°37′59″1240°24′14″I221195°24′59″1255°49′14″I222△X△Y424.759835.085481.299332.878618.437616.051742.137493.163523.853667.51482.49453.169########0.00-0.00253.169-584.425220.287-319.125-43.241-301.808-710.86620.270-189.332-422.151-238.295-421.418-596.502-427.928-94.693-616.923-537.057-213.159-492.746-488.442-517.067-419.542################-0.003-0.003220.288-319.12-43.240########-0.001-0.002-94.692-0.003-0.001########-0.001-0.003################-0.003-0.003################-0.007-0.00220.271########-0.001-0.003################-0.002-0.004################-0.003-0.001################-0.0020.000∑#############126217.666-673.327-2157.453-0.026-0.024-673.335-2157.464-673.335fB= -12\" fB容= -35\" ∑D=6217.666辅助计算fX= -0.021 fY= -.024 f= 0.032 T=1/f/∑D= 1/194302 自检意见测量计算复核监理意见技术主办项目主管测量日期导 线 平 差 计 算 表

施检表1-1 编号 ： 第 1 页 共 项目名称成德南高速公路施工单位监理单位观测边长（ｍ）浙江大地交通工程有限公司海南交通工程监理公司坐标增量（ｍ）改正数(m)△X△YVxVy合同段仪器型号改正后的坐标增量（ｍ）公路等级GPT310坐　标（ｍＸ3435825.9763435687.8523435312.2313435395.2663434748.0153434896.5113435631.9163434789.7273434579.9853434652.4363434446.1843433819.939测量范围九标段与十二标接合导线贯通测量导线点观测左角改正方位角编号（ｄｍｓ）数（ｄｍｓ）I221255°49′14″I222166°22′41″1242°11′56″I223215°27′11″1277°39′08″G04164°11′56″1161°51′04″G042300°50′34″1282°41′40″G043147°25′00″1250°06′40″G044216°56′10″1287°02′52″I500213°23′02″1253°39′31″I501203°53′25″1277°32′57″I502155°54′13″1253°27′11″I503162°27′33″1235°54′45″I504-1△X△Y805.358623.565681.137675.752777.773538.297745.454551.473724.194################-0.002-0.00483.035########0.000-0.003-375.62183.035-647.251148.496735.405-842.189-209.74272.451-206.252-712.398-618.012212.164-659.234-731.382-514.645-715.339-546.693-694.202########212.163148.496735.402-0.003-0.001-0.003########0.000########-0.003-0.004################-0.004-0.003################-0.002-0.00472.451########0.000-0.003################-0.002-0.003∑#############106123.003-55.944-2508.877-0.016-0.028-55.936-2508.862-55.936∑#############106123.003-55.944-2508.877-0.016-0.028-55.936-2508.862-55.936fB= -9\" fB容= -32\" ∑D=6123.003辅助计算fX= -0.016 fY= -.028 f= 0.032 T=1/f/∑D= 1/191343 监理意见自检意见测量计算复核技术主办项目主管测量日期导 线 平 差 计 算 表

施检表1-1 编号 ： 第 1 页 共 项目名称成德南高速公路施工单位监理单位观测边长（ｍ）浙江大地交通工程有限公司海南交通工程监理公司坐标增量（ｍ）改正数(m)△X△YVxVy合同段仪器型号改正后的坐标增量（ｍ）公路等级GPT310坐　标（ｍＸ3434446.1843433819.9393433802.6273433553.8213432783.0823432568.5493432522.1533432605.2203432468.2493432179.5243431952.0593431273.3833430968.765测量范围九标段与十二标接合导线贯通测量导线点观测左角改正方位角编号（ｄｍｓ）数（ｄｍｓ）I503235°54′45″I504-1212°12′44″1.5268°07′30″I504164°57′45″1.5253°05′16″I505144°53′52″1.5217°59′09″G045203°07′13″1.5241°06′22″A1202°08′30″1.5263°14′51″G046222°49′05″1.5306°03′56″A2236°03′22″1.5250°00′34″A6162°11′32″1.5232°12′06″A3167°58′50″1.5220°10′57″A7158°34′51″1.5198°45′47″I507198°07′05″1.5216°52′52″A4199°13′15″1.5△X△Y529.138855.278977.892441.924403.101141.1400.66471.094297.731716.768380.829-17.312########0.000-0.004-17.312-248.806-770.739-214.533-46.39683.067-136.971-288.725-227.465-678.676-304.618-528.855-818.288-601.859-386.911-400.305-114.057-376.520-372.246-192.103-230.553-228.557################-0.002-0.008################-0.007-0.006################-0.002-0.003-46.39683.067########0.000########0.000-0.004-0.001################-0.001-0.003################-0.002-0.003################-0.002-0.002################-0.006-0.002################-0.003-0.002A4I508A8A9∑199°13′15″162°28′31″314°59′29″1.51.51.5236°06′09″450.117218°34′41″359.239353°34′11″################-0.002-0.004-251.035-373.613-224.0153430968.7653430717.7303430436.8923430611.344################-0.003-0.002-280.838#############216424.871-3383.08-4847.93-0.03-0.044-3383.047-4847.882-3383.047fB= -21\" fB容= -37\" ∑D=6424.871辅助计算fX= -0.021 fY= -.024 f= 0.032 T=1/f/∑D= 1/120654 监理意见自检意见测量计算复核技术主办项目主管测量日期导 线 平 差 计 算 表

施检表1-1 编号 ： 第 1 页 共 项目名称成德南高速公路施工单位监理单位观测边长（ｍ）浙江大地交通工程有限公司海南交通工程监理公司坐标增量（ｍ）改正数(m)△X△YVxVy合同段仪器型号改正后的坐标增量（ｍ）公路等级GPT310坐　标（ｍＸ3430436.8923430611.3443430565.1283430657.8773430353.5023430105.2383430222.8283430777.2803430366.939测量范围九标段与十二标接合导线贯通测量导线点观测左角改正方位角编号（ｄｍｓ）数（ｄｍｓ）A8353°34′11″A988°13′03″-1.5261°47′13″I509195°25′48″-1.5277°13′01″I510-1107°36′29″-1.5204°49′28″A10222°52′14″-1.5247°41′41″I511211°45′23″-1.5279°27′03″G047220°36′25″-1.5320°03′26″I511-1257°54′47″-1.5242°08′40″I511-5231°50′31″-1.5△X△Y323.523738.3335.363654.114716.141723.179878.217-46.21692.749########0.000########0.000-0.003-0.007-46.21692.749-304.375-248.264117.590554.452-320.205-732.451-140.799-605.170-706.421-464.296-776.457################-0.003-0.001################-0.002-0.006117.591554.447########0.001-0.007########-0.005-0.005################-0.004-0.008-410.341I511-5231°50′31″I513224°57′59″-1.5-1.5-1.5-1.5-1.5-1.5-1.5-1.5293°59′11″656.466249°02′04″908.318306°39′10″228.148231°24′49″724.298313°53′50″551.336255°37′15″662.311281°39′45″770.016263°23′32″8869.73266.863########-0.003-0.006266.866-325.002136.196-451.740382.278-164.475155.655-599.775-848.184-183.036-566.161-397.285-641.564-754.1193430366.9393430633.8053430308.8033430444.9993429993.2593430375.5373430211.0623430366.7173430273.427I513-5237°37′56″I514104°45′39″################-0.003-0.008136.195########-0.001-0.002I514-1262°29′02″I514-2121°44′15″G049A206°01′42″G049B161°48′19″G049C################-0.004-0.006382.274########-0.004-0.004################-0.002-0.006155.653########-0.002-0.007-22.5165.927-2969.371-0.032-0.076165.936-2969.342165.936fB= 22.5\" fB容= 39\" ∑D=8869.730辅助计算fX= -0.032 fY= -.076 f= 0.082 T=1/f/∑D= 1/108167 监理意见自检意见测量计算复核技术主办项目主管测量日期导 线 平 差 计 算 表

施检表1-1 编号 ： 第 1 页 共 项目名称成德南高速公路施工单位监理单位观测边长（ｍ）浙江大地交通工程有限公司海南交通工程监理公司坐标增量（ｍ）改正数(m)△X△YVxVy合同段仪器型号改正后的坐标增量（ｍ）公路等级GPT310坐　标（ｍＸ3430366.7173430273.4273430071.7633430240.723测量范围九标段与十二标接合导线贯通测量导线点观测左角改正方位角编号（ｄｍｓ）数（ｄｍｓ）G049B263°23′32″G049C166°40′10″-1250°13′39″I521-10229°45′33″-1299°53′46″I521-9117°40′29″-1△X△Y596.471338.986################-0.002-0.005168.958########-0.002-0.003-201.664168.960-560.986-293.877I521-9117°40′29″I521-8222°56′56″I521-391°16′30″I521-2321°37′47″I519-1137°18′55″I521 127°25′02″I522I523-1241°50′39″-1-1-1-1-1-1-1237°34′14″290.401280°31′53″529.164191°47′37″192.032333°25′24″352.122290°44′19″585.934238°09′20″969.889299°59′58″################-0.001-0.00296.716########-0.001-0.005-0.0020.000-155.73196.717-187.978314.915207.482-245.113-520.250-39.249-157.538-547.969-823.9053430240.7233430084.9923430181.7093429993.7313430308.6463430516.1283430004.4013430340.521########-39.249314.914207.478########-0.001-0.005########-0.004-0.008################-0.005-0.006-511.727-93854.99935.210-1817.033-0.018-0.03435.219-1817.01335.219fB= 8\" fB容= 30\" ∑D=3854.999辅助计算fX= -0.018 fY= -.034 f= 0.038 T=1/f/∑D= 1/101447 监理意见自检意见测量计算复核技术主办项目主管测量日期 共 1 页路等级PT3102标（ｍ）Ｙ高速35513288.23135512560.43035512139.01235511542.51035511114.58235511019.88935510402.96635509865.90935509652.75035509160.00435508671.56235508154.49535507734.95335507188.266-2157.464日期 共 1 页路等级PT3102标（ｍ）Ｙ高速35507734.95335507188.26635506475.86835505857.85635506070.02035505410.78635504679.40435504164.75935503449.42035502902.72735502208.52535501283.129-2508.862-2508.862日期 共 1 页路等级PT3102标（ｍ）Ｙ高速35502208.52535501283.12935500754.27435499935.98635499334.12735498947.21635498546.91135498432.85435498056.33435497684.08835497491.98535497261.43235497032.87535497032.87535496659.26235496435.24735496415.59-4847.882日期 共 1 页路等级PT3102标（ｍ）高速Ｙ35496435.24735496415.5935496095.38135495362.93035495222.13135494616.96135493910.54035493446.24435492669.78735492669.78735492070.01235491221.82835491038.79235490472.63135490075.34635489433.78235488679.66335487874.322-2969.342日期 共 1 页路等级PT3102标（ｍ）Ｙ高速35488679.66335487874.32235487313.33635487019.45935487019.45935486774.34635486254.09635486214.84735486057.30935485509.34035484685.43535484103.247-1817.013日期