1、施检表2 导线点测量复核记录表 第 1 页 共 6 页项目名称国道G325线马店博贺新港区新建一级公路施工单位茂名市建禾建设工程有限公司监理单位东莞虎门技术咨询有限公司合同段1公路等级一级桩号或部位K0+000K1+800仪器产地型号南方测绘NTS-342R注：记录时注明单位导线点编号观测角（左角）改正后角值坐标方位角边长（m）坐标增量计算值（m）改正后坐标增量（m）实测坐标设计坐标XYXYXYXYC268 13 11384392.283534050.051C1291 11 33291 11 34.4179 24 45.4300.550-300.5343.081-300.5233.077384
2、091.760534053.128ZD195 41 1395 41 14.4895 5 59.95440.384-39.148438.641-39.131438.635384052.629534491.763D1253 20 29253 20 30.4168 26 30.4116.604-114.23923.363-114.23523.362383938.394534515.125D2202 39 34202 39 35.4191 06 5.91543.210-533.045-104.595-533.024-104.602383405.370534410.523D3200 50 45200 5
3、0 46.4211 56 52.3305.884-259.552-161.858-259.540-161.862383145.830534248.661D4136 05 32136 05 33.48168 02 25.86612.658-599.360126.955-599.377126.947382546.493534375.608D5240 24 58240 24 59.4228 27 25.3212.421-140.874-158.988-140.866-158.991382405.627534216.617自检意见监理意见计算与略图测量计算复核技术主办项目主管测量日期施检表2 导线点测
4、量复核记录表 第 3 页 共 6 页项目名称国道G325线马店博贺新港区新建一级公路施工单位茂名市建禾建设工程有限公司监理单位东莞虎门技术咨询有限公司合同段1公路等级一级桩号或部位K4+400K6+300仪器产地型号南方测绘NTS-342R注：记录时注明单位导线点编号观测角（左角）改正后角值坐标方位角边长（m）坐标增量计算值（m）改正后坐标增量（m）实测坐标设计坐标XYXYXYXYA37232 46 03232 46 05211 32 54.6160.614-136.875-84.036-136.869-84.038379842.766534101.489A38-1125 37 34125 3
5、7 35157 10 30.1370.550-341.533143.744-341.519143.739379501.247534245.228D7242 21 31242 21 32.4219 32 2.59321.769-248.164-204.817-248.152-204.821379253.095534040.407D8160 05 48160 05 49.48199 37 52302.362-284.788-101.582-284.777-101.586378968.318533938.821D9183 16 08183 16 9.48202 54 1.55401.938-370.
6、259-156.405-370.244-156.410378598.074533782.411A42147 50 35147 50 30.4170 44 32234.567-231.51237.737-231.50337.734378366.571533820.145D10206 58 07206 58 8.48197 42 40.571.949-68.539-21.888-68.536-21.889378298.035533798.256D11186 53 35186 53 36.4204 36 16.9106.674-96.988-44.414-96.984-44.415378201.05
7、1533753.841自检意见监理意见计算与略图测量计算复核技术主办项目主管测量日期施检表2 导线点测量复核记录表 第 2 页 共 6 页项目名称国道G325线马店博贺新港区新建一级公路施工单位茂名市建禾建设工程有限公司监理单位东莞虎门技术咨询有限公司合同段1公路等级一级桩号或部位K1+900K4+300仪器产地型号南方测绘NTS-342R注：记录时注明单位导线点编号观测角（左角）改正后角值坐标方位角边长（m）坐标增量计算值（m）改正后坐标增量（m）实测坐标设计坐标XYXYXYXYD6143 55 57143 55 58.4192 23 23.8497.038-485.462-106.647-
8、485.443-106.653381920.184534109.964A12174 23 02174 23 3.48186 46 27.2296.749-294.677-35.003-294.666-35.007381625.518534074.957A11-1190 45 31190 45 32.4197 31 59.7285.946-272.662-86.143-272.651-86.147381352.867533988.810A10136 29 06136 29 7.48154 01 7.25278.064-249.962121.815-249.951121.811381102.916
9、534110.621ZD2169 36 28169 36 29.4143 37 36.7282.810-227.710167.719-227.699167.715380875.217534278.336C6224 58 12224 58 13.4188 35 50.2384.158-379.842-57.426-379.827-57.431380495.390534220.905C7184 00 19184 00 20.48192 36 10.6394.622-385.114-86.103-385.099-86.108380110.291534134.797ZD3146 10 37146 10
10、 38.4158 46 49.1140.164-130.66150.732-130.65650.730379979.635534185.527自检意见监理意见计算与略图测量计算复核技术主办项目主管测量日期施检表2 导线点测量复核记录表 第 4 页 共 6 页项目名称国道G325线马店博贺新港区新建一级公路施工单位茂名市建禾建设工程有限公司监理单位东莞虎门技术咨询有限公司合同段12公路等级一级桩号或部位K6+400K8+300仪器产地型号南方测绘NTS-342R注：记录时注明单位导线点编号观测角（左角）改正后角值坐标方位角边长（m）坐标增量计算值（m）改正后坐标增量（m）实测坐标设计坐标XYXY
11、XYXYA44185 26 45186 53 36.4220 03 3.45168.640-129.090-108.514-129.084-108.516378071.967533645.325A45128 28 24128 28 25.4168 31 28.9131.953-129.31526.252-129.31026.250377942.657533671.575D12228 33 59228 34 0.48217 05 29.41468.553-373.753-282.579-373.735-282.585377568.922533388.990D13184 56 08184 56 9
12、.48222 01 38.89329.696-244.906-220.727-244.893-220.731377324.029533168.259D14149 19 46149 19 47.4191 21 26.3266.613-261.392-25.503-261.382-52.506377062.647533115.753D15186 15 41186 15 42.4197 37 9.21613.690-584.902-185.756-584.879-185.764376477.768532929.989GPS12231 22 50231 22 51.4249 00 0.32313.82
13、7-112.466-292.983-112.454-292.987376365.314532637.002GPS11179 14 26179 14 27.4249 1 27.8190.892-70.764-177.291-70.757-177.293376294.557532459.709自检意见监理意见计算与略图测量计算复核技术主办项目主管测量日期施检表2 导线点测量复核记录表 第 5 页 共 6 页项目名称国道G325线马店博贺新港区新建一级公路施工单位茂名市建禾建设工程有限公司监理单位东莞虎门技术咨询有限公司合同段2公路等级一级桩号或部位K8+500K11+300仪器产地型号南方测绘NT
14、S-342R注：记录时注明单位导线点编号观测角（左角）改正后角值坐标方位角边长（m）坐标增量计算值（m）改正后坐标增量（m）实测坐标设计坐标XYXYXYXYA51166 48 55166 48 56.4235 03 24.27474.584-271.826-389.025-271.808-389.031376022.749532070.678D16153 37 38153 37 39.4208 41 3.75377.162-330.876-181.031-330.862-181.036375691.887531889.642D17171 08 45171 08 46.48199 49 50.2
15、502.986-473.159-170.633-473.140-170.639375218.747531719.003D18201 42 21201 42 22.4221 32 12.7310.637-232.521-205.984-232.509-205.988374986.238531513.015D19190 43 33190 43 34.4232 15 47.1272.691-166.897-215.652-166.887-215.655374819.351531297.360A56148 44 22148 44 23.4201 00 10.66385.155-359.566-138.
16、046-359.551-138.051374459.800531159.309D20231 26 12231 26 13.4252 26 24.1251.854-75.985-240.118-75.975-240.121374383.825530919.188D21123 25 13123 25 14.4195 51 38.6306.129-294.474-83.665-294.462-83.669374089.363530823.519自检意见监理意见计算与略图测量计算复核技术主办项目主管测量日期施检表2 导线点测量复核记录表 第 6 页 共 6 页项目名称国道G325线马店博贺新港区新建一
17、级公路施工单位茂名市建禾建设工程有限公司监理单位东莞虎门技术咨询有限公司合同段2公路等级一级桩号或部位K11+600K13+200仪器产地型号南方测绘NTS-342R注：记录时注明单位导线点编号观测角（左角）改正后角值坐标方位角边长（m）坐标增量计算值（m）改正后坐标增量（m）实测坐标设计坐标XYXYXYXYD22155 59 31155 59 32.4171 51 11318.390-315.17745.120-315.16545.116373774.198530880.635D23272 39 22272 39 23.4264 30 34.5559.520-53.534-556.953-5
18、3.513-556.960373720.658530323.675GPS31138 39 31138 39 32.4223 10 7.04643.096-469.038-439.973-469.014-439.981373251.671529883.694D24147 48 26147 48 27.4190 58 34.5248.844-244.292-47.380-244.283-47.383373007.388529836.311A64196 46 9196 46 10.4207 44 45373007.388529836.311373007.388529836.311A65已知168131168.219722方位角闭合差()=-65坐标闭合差fx(m)=-0.531 坐标闭合差fy(m)=0.163 已知22074445207.74583方位角闭合差限差()=66 导线全长闭合差(m)=0.556 未知点个数n=42角度改正数()=1.477 导线全长相对闭合差K=1/25553 1/15000自检意见监理意见计算与略图测量计算复核技术主办项目主管测量日期
