记录表03施工放样测量记录表

1、记录表03广西XX至XX高速公路记录表03广西XX至XX高速公路施工放样(检测)测量记录表合同段:NQ2施工单位：四川公卅桥梁建设集团有限公司工程名称路基工程桩号及部位K12十12OK13+14O原断面复测测虽点设计坐标(m)实测坐标(m)坐标差(mm示童图,XYHXYHAXAYSAHK12+940中-0.0020.00122S.S301cK12+940右侧9.57米0.001P.003225.7504-35K12+940右侧20.3米-o.0010.001222.510-144K12+940右侧30.48米0.000-0.001220.0200-11K12+910右侧34.87米0.0030

2、.000217.650303K12+910右侧37.06米-0.0050.001217.ISO-546K12+910右侧37.91米0.002-0.00221S.29093K12+910右侧47.12米-0.0010.003219.990-133K12+940右侧58.34米0.001P.003219.1404-35K12-910右侧71米-0.0030.001220.S20-313K12+940右侧76.1米0.0027001220.660-44K12+940左侧12.55米0.0050.000232.10005K12+940左侧24.56米-0.0030.005234.S20-356测据测

3、站点号CS1坐标X=520607.617Y=502837479H=255.376仪器i?5=1.447与后彳=0.0(加咼差)3后视点号29坐标X=520442.074Y=503058103H=243438棱镜髙=168棱镜类型计算距离AB=275843方位角a=126531444伫节曾数a=1265314.44仪器型号:索佳监理单位:重庆佛程工程咨询有限公可编号:测虽：记录：日期:记录表03广西XX至XX高速公路施工放样(检测)测量记录表工程名称路基工程桩号及部位K12T20K13+L10原断面复测测虽点设计坐标(m)实测坐标(m)坐标差(mm)加意图：XYHXYHAXAYSHK12+94O

4、左侧37.99米0.001700i235.5501-44K12F0左侧43.7米-o.0030.002235.720-394K12-960中0.005-0.001216.5005-15K12T60右侧3.H米-0.0020.003215.930o34K12-960右侧1.6来0.0000.002217.21009K12T60右侧S.77米-0.0010.000217.610401K12+960右侧12.66米0.002700i219.490-41K12+960右侧16.42米0.003-0.002219.390394K12+960右侧17.22米-0.0010.003220.060-435K1

5、2+960右侧25.81米-0.0010.001219.970-111K12+960右侧2957米0.0030.005222.630356K12+960右侧38.31米0.002-0.003222.520-34K12+960右侧41.77米-0.001-0.001222.050-4-14测据测站点号CS4坐标X=520607.617Y=502837.479H=255.376仪器i?5=1.447与丿小=0or后视点号29坐标X=520442.074Y=503058103H=243438棱镜高=168棱镜类型计算距离AB=275843方位角a二12653f14.44w鬻驚读数a=126314.4

6、4仪器型号:索佳施工单位：四川公岗桥梁程设集团有限公词监理单位:重庆锦程工程咨训有限公可合同段:N2编号：记录表03广西XX至XX咼速公路施工放样(检测)测量记录表施工单位:四川公於桥梁生设集团有限公词合同段:Nq2监理单位:重庆綿程工程咨询有限公可编号：工程名称路基工程桩号及部位K12120K13+L10原断而复测测虽点设计坐标(m)实测坐标m)坐标差(mm)示意图:XYHXYHAXAYSAHK12+960右侧43.33米-0.0010.002221.110-1严K12+960右侧54.65米0.0030.005221.160356K12+960右侧55.49米-0.001-0.006222

7、.110-1_66K12+960右侧57.62米-0.0030.003222.000-334K12+960右侧64.45米0.0027001225.990-44K12+960右侧65.63米0.005-0.001226.490-15K12T60左侧4.61米-0.0010.003217.5S0-435K12T60左侧7.94米-0.0020.005220.31055K12+960左侧17.95米0.0000.001220.360041K12+960左侧21.74米-0.006-0.001221.S20-6-16K12+960左侧45.54米0.0020.000221.6000严K12+960左

8、侧57.94米0.0050.003222.06036K12+960左侧69.99米-0.003-0.002222.OSO-394监理工程师监理工程师测据测站点号CS1坐标X=520607.617Y=502837479H=255.376仪器（?5=1.447与后现咼差=0.003后视点号29坐标X=520442.074Y=503058.103H=243438棱镜高=16S棱镜类型计算距离AB=275843方位角a=12653f14.44水半友盘读数a=126o314.44仪器型号:索佳日期:记录表03广西XX至XX高速公路施工放样(检测)测量记录表工程名称路基工程桩号及部位K12T20K13+L

9、10原断面复测测虽点设计坐标(m)实测坐标(m)坐标差(mm)示意图：XYHXYHAXAYSAHK12-930中0.0037001223.6203-15K12+9SO右Mil.77米-0.0050.002229.870-59K12+9S0右侧23.49米0.003-0.006233.0103_6K12+9S0右侧35.37米0.0010.005233.7S015K12+980右侧46.47米-0.0010.000230.070-10K12+980左侧L57米0.0007001220.5S00-1K12*3S0A-：侧S.29米0.0030.003220.16033K12*3S0A-：侧9.09

10、米-0.006-0.007219.190-6K12+9S0左侧20.33米0.0010.001219.02014施工单位：四川公岗桥梁生设集团有限公词监理单位:重庆綿程工程咨询有限公可合同段:22编号：K12+9S0左侧23.77米0.0060.00121S.77061K12*3S0/i：侧26.S米-0.007P.003216.650-7-3K12+9S0左侧39.42米0.0010.005215.17015K12+9S0左侧39.64米-0.005-0.002215.S90-50%测站点号CS4坐标X=520607.617Y=502837479H=255.376仪器i?5=1.447与后彳

11、=0.0()3后视点号29坐标X=520442.074Y=503058103H=243438棱镜髙=168棱镜类型计算距离AB=275.813|方位角a=126。53r11.44?：学严咬好一丄“3|仪器型号:索佳测窗记录：日期：g日期：记录表03广西XX至XX高速公路施工放样(检测)测量记录表施工单位:四川公於桥梁程设集团有限公词合同段:N2监理单位:重庆锦程工程咨询有限公可编号：工程名称路基工程桩号及部位K12+120K13+L10原断面复测测虽点设计坐标(m)实测坐标(m)坐标差(mm示意图:XYHXYHXAYASAHK12+9S0左侧64.42米-0.0050.005215.210-5

12、5K12+9S0左侧70.56米0.003-0.002215.70030K12+9S0左侧7973米0.0070.000215.470r0K12+9S0左侧S1.89米-0.0070.003216.320-73K13-000中-0.003-0.006237.1103_6K13+000右侧15.95米0.0000.001215.61004K13+000右侧32.37米-o.005-0.00221S.690-59K13+000右侧36.34米0.001P.005217.S204-5K13*000/r：侧30.9米0.0010.003221.60013K13+000右侧45.36米-o.0050.0

13、01217.S10-51K13+000右侧56.46米-o.0030.000213.9S0-30K13+000右侧97.77米0.0020.003213.9603K13*020中0.005-0.006237.110-6测据测站点号CS4坐标X=520607.617Y=502S37.479H=255.376仪器(?5=1.447与后彳=0.0()3后视点号29坐标X=520442.074Y=503058.103H=243438棱镜高=16S棱镜类型计算距离AB=275843方位角a=12653f1444伫普读数a=1265314.41仪器型号:索佳测窗记录：日期：J日期：记录表03广西XX至XX

14、高速公路施工放样(检测)测量记录表施工单位:四川公於桥梁程设集团有限公词合同段:No2监理单位:重庆锦程工程咨询有限公诃编号：工程名称路基工程桩号及部位K12T20K13+140原断而复测测虽点设计坐标(m)实测坐标m)坐标差(mm)示意图；XYHXYHAXAYASAHK13+020右侧16.65米0.002-0.003258.S30-3K13+020右侧35.86米-0.0010.002259.120-19K13+020左侧14.79米0.0030.005211.30035K13+020左侧31.91米0.007-0.007233.110rK13+020左侧48.63米-0.0050.000

15、226.920-50K13+020左侧50.56米-0.001P.005223.610-1-5K13+020左侧5虫62米0.0000.003223.01003K13+020左侧60.82米0.0050.001224.65051K13*020/r：侧66.S米-0.003-0.002222.610-39K13*040中-0.0020.001246.6S0o4K13+010右侧17.98米0.001P.003262.3101-3K13+040右侧35.8米0.0010.002273.65019K13+010右侧B34米-0.0037001272.600-3-4测曲；测站点号CS4坐标X=5206

16、07.617Y=502837.479H=255.376仪器?5=1.447与后彳=0.0（)3后视点号29坐标X=520442.074Y=503058103H=243438棱镜高=1.68棱镜类型计算距离AB=275843方位角x126。5354L化晋哄決仪器型号:索佳测氐记录：日期：g卸记录表03广西XX至XX高速公路施工放样（检测）测量记录表合同段:N2编号：施工单位：四川公岗桥梁程设集团有限公词监理单位:重庆綿程工程述训有限公可工程名称路基工程桩号及部位K12+120K13+L10原断面复测测虽点设计坐标(m)实测坐标m)坐标差(mm)示意图:XYHXYHAXAYASAHK13+040左侧16.61米0.002P.005232.770-5K13+010左侧26.47米-0.0050.001227.870-54K13+040左侧28.54米0.006P.003224.3506-3K13+040左侧30.69米-0.0030.003223.960330.006-0.0076-0.0010.005-15-0.0