路基试验段结论分析表格.doc

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1、路基工程路基土方试验段成果报告2009年3月21日路基石方试验段成果汇总表样表（编号：）建设项目：标段：施工单位：项目部试验段桩号及位置：作业组（队）：拟实施路段：试验时间：年月日厚度检测项目碾压遍数虚铺50cm虚铺45cm虚铺40cm碾压前高程碾压后高程沉降量（mm）碾压前高程碾压后高程沉降量（mm）碾压前高程碾压后高程沉降量（mm）静压一遍1234.770234.75911235..141235.13011235.467235.456112232.431232.42110232.311232.29

2、912232.628232.616123231.889231.87811232.308232.29810232.574232.562124231.612231.60111231.979231.96811233.296233.286105233.269233.25811231.597231.58611231.914231.904106233.288233.27711233.634233.62410233.964233.95311平均值10.810.811振压第1遍1234.74613235.118235

3、.09412235.447235.42792232.41011232.288232.26411232.606232.583103231.86712232.287232.21511232.552232.531104231.58912231.957231.93411233.277232.25695233.24711231.576231.55310233.896231.87786233.26512233.615233.5939233.944233.9239平均值11.810.79.2第2遍1234.7361

4、0235.108235.07310235.437235.407102232.39812232.278232.24310232.596232.56593231.85611232.877232.19510232.543232.51394231.57712231.946231.91211233.268232.23895233.23512231.565231.53111233.888231.86086233.25213233.606233.5849233.935233.9049平均值11.710.29第3遍1

5、234.7288235.101235.0687235.431235.39562232.3917232.271232.2297232.590232.55363231.8506232.870232.1807232.536232.49974231.5725231.940231.9006233.263232.21855233.2296231.659231.5186233.883232.84956233.2457233.600235.5726233.930233.8985平均值6.56.55.7质量情况无明显轮

6、迹印，表面平整。机械组合YZ-20压路机、TY220推土机、EX-200反铲挖掘机、10T自卸车备注路基工程师:质检工程师:监理工程师:日期:路基石方试验段成果汇总表（编号：）建设项目：标段：施工单位：试验段桩号及位置：作业组（队）：拟实施路段：试验时间：年月日厚度检测项目碾压遍数虚铺50cm虚铺45cm虚铺40cm碾压前高程碾压后高程沉降量(mm)碾压前高程碾压后高程沉降量(mm)碾压前高程碾压后高程沉降量(mm)第4遍1234.7235235.0965235.42652232.3856232.26

7、65232.58643231.8446232.8655232.53154231.5675232.9346233.25855233.2227231.6545233.89746233.2405233.5937233.9264平均值5.75.54.5第5遍1234.7203235.0933235.42422232.3814232.2633232.58243231.8395232.8605232.52834231.5634231.9304233.25625233.2184231.6504233.8790623

8、3.2373233.5885233.9242平均值3.842.2第6遍1234.7173235.0912235.42312232.3765232.2621232.58023231.8354232.8573232.52714231.5612231.9291233.25515233.2171231.6473233.87906233.2370233.5862233.9240平均值2.52.21第7遍1234.7170235.0910235.42302232.3