大海坝桥0#垫石模板验收

贵州省公路工程建设工程六盘水市机场高速公路CL-02施工放线测量记录表编号:合同号：JTSG-2012-01编号:合同号：JTSG-2012-01承包单位：葛洲坝集团第二工程测量:工程名称大海坝桥施工时间桩号及部位0#垫石模板验收测量时间测点桩号设计坐标实测坐标偏差设计高程(m)实测高程(m)XYXY△X△Y△高程K9+722.300(-1.24)2943480.264495956.6542943480.267495956.65632-21912.6321912.630K9+722.300(-3.69)2943481.868495954.8022943481.871495954.8043201912.5831912.583K9+722.300(-6.14)2943483.471495952.9502943483.473495952.9482-2-21912.5341912.532K9+722.300(-8.59)2943485.075495951.0972943485.071495951.100-4301912.4851912.485K9+722.300(-11.04)2943486.678495949.2452943486.682495949.24540-11912.4361912.435K9+722.300(1.24)2943478.641495958.5302943478.646495958.53252-21912.6321912.630K9+722.300(3.69)2943477.038495960.3822943477.034495960.383-41-21912.5831912.581K9+722.300(6.14)2943475.434495962.2342943475.438495962.2294-501912.5341912.534K9+722.300(8.59)2943473.831495964.0872943473.834495964.0913411912.4851912.486K9+722.300(11.04)2943472.228495965.9392943472.225495965.937-3-2-21912.4361912.434算据计数A测站点坐标X=2943488.891Y=495926.866全站仪型号TS06B后视点坐标XB=2943574.571YB=495984.372C后视点坐标XC=2943574.571YC=495984.372距离AB=103.189AC=103.189记录(计算):复核:测量监理工程师:

贵州省公路工程建设工程CL-03六盘水市机场高速公路水准测量记录表监理单位：贵州三力建设监理有限责任公司编号：承包单位：葛洲坝集团第二工程合同号：JTSG-2012-01测量：记录（计算）：复核：测量监理工程师:工程名称大海坝桥施工时间桩号及部位0#垫石模板验收测量时间测量点水准尺读数仪器高实测高程设计高程差值备注后视前视N0360.4741915.5811915.107K9+722.300(-1.24)2.9511912.6301912.632-212.9501912.6311912.632-122.9491912.6321912.632032.9511912.6301912.632-242.9481912.6331912.6321K9+722.300(-3.69)2.9981912.5831912.583012.9971912.5841912.583122.9991912.5821912.583-132.9981912.5831912.583042.9971912.5841912.5831K9+722.300(-6.14)3.0491912.5321912.534-213.0451912.5361912.534223.0471912.5341912.534033.0481912.5331912.534-143.0491912.5321912.534-2K9+722.300(-8.59)3.0961912.4851912.485013.0971912.4861912.485123.0941912.4871912.485233.0961912.4851912.485043.0971912.4841912.485-1K9+722.300(-11.04)3.1461912.4351912.436-1闭合差：允许误差：贵州省公路工程建设工程CL-03六盘水市机场高速公路水准测量记录表监理单位：贵州三力建设监理有限责任公司编号：承包单位：葛洲坝集团第二工程合同号：JTSG-2012-01测量:工程名称大海坝桥施工时间桩号及部位0#垫石模板验收测量时间测量点水准尺读仪器高实测高程设计高程差值备注后刖13.1461912.4351912.436-123.1441912.4371912.436133.1451912.4361912.436043.1461912.4351912.436-1K9+722.300(1.24)2.9511912.6301912.632-212.9491912.6321912.632022.9481912.6331912.632132.9511912.6301912.632-242.9501912.6311912.632-1K9+722.300(3.69)3.0001912.5811912.583-212.9971912.5841912.583123.0001912.5811912.583-232.9981912.5831912.583043.0001912.5811912.583-2K9+722.300(6.14)3.0471912.5341912.534013.0461912.5351912.534123.0471912.5341912.534033.0481912.5331912.534-143.0471912.5341912.5340K9+722.300(8.59)3.0951912.4861912.485113.0961912.4851912.485023.0951912.4861912.4851闭合差：-2mm允许误差：±36mm记录（计算）:复核:测量监理工程师:贵州省公路工程建设工程CL-03六盘水市机场高速公路水准测量记录表监理单位：贵州三力建设监理有限责任公司编号：承包单位：葛洲坝集团第二工程合同号：JTSG-2012-01测量：记录（计算）：复核：测量监理工程师:工程名称大海坝桥施工时间桩号及部位0#垫石模板验收测量时间测量点水准尺读数仪器高实测高程设计高程差值备注后视前视33.0951912.4861912.485143.0971912.4841912.485-1K9+722.300(11.04)3.147191