压实度程序
2022-09-07
来源:乌哈旅游
报告编号BG-20161026-XCJ-b021记录编号JL-20161026-XCJ-b021样品编号YP-20161026-XCJ-b021工程部位K58+100-K58+315路基填筑结构层次第五十三层试验日期2016-10-26编号021起点桩号58100131819序号桩号K59+000-K59+035路基填筑1K58+106K59+360-K59+496路基填筑2K58+125K59+588-K59+640路基填筑3K58+143K61+535-K61+640路基填筑4K58+162K61+120-K61+155路基填筑5K58+181K60+540-K60+890路基填筑6K58+199K58+100-K58+315路基填筑7K58+218K62+300-K62+340路基填筑8K58+237K61+950-K61+980路基填筑9K58+255K62+830-K62+947路基填筑#K58+273K60+050-K60+083路基填筑#K58+292K61+540-K51+890路基填筑#K58+310#K58+328#K58+347#K58+365#K58+384#K58+403#K58+422#K58+440#K58+458#K58+476#K58+495#K58+513#K58+531#K58+549#K58+568#K58+586#K58+604#K58+623#K58+642#K58+661#K58+679标砂总质量取样深2100014.5最大干密度余砂1.9811500最佳含水量灌砂总质量10.421000510序号1干密度1.91最大干密度1.98压实度96.5K55+140-K55+190右幅路基填筑K56+900-K57+000路基填筑K54+900-K55+000路基填筑K55+000-K55+080路基填筑K60+785-K60+890路基填筑K57+570-K57+620路基填筑
取样深度16.5余砂12500砂密度锥体砂1410干土质量1100干密度158013001.91含水量9取样深度1951.951.9898.521111.95压实度标准值1.409641.941.9898.0干密度对照表21.921.9897.031.931.9897.5K60+365-K60+390路基填筑K58+590-K58+610路基填筑K56+480-K56+580路基填筑