试坑盒重盒加盒加体积g湿土重干土重gcm 3gg g/ cm 3 g/ cm 3 一层5701.6 40001245.6 2754.42.0750246.4 236.5 186.59.9 5.31.97 一层5490.9 40001308.4 2691.62.0450278.2 267.1217.1 11.15.11.94 一层5806.640001167.52832.52.0550256.3 245.7 195.710.65.41.94 一层5610.6 40001276.42723.62.0650264.8 253.8 203.8 11.05.41.95 一层6007.2 40001055.32944.72.0450247.5 237.7187.79.8 5.21.94 二层5931.9 40001106.42893.62.0550258.4 247.9197.910.55.31.95 二层5587.840001287.52712.52.0650253.6 243.0193.010.65.51.95 二层5563.340001312.42687.62.0750272.5 261.3 211.311.25.31.97 二层5629.040001267.52732.52.0650269.4 258.6208.610.85.21.96 二层5866.340001138.42861.62.0550238.6 228.6178.610.05.61.94右岸0+300右岸0+100右岸0+400工程名称:庄浪县庄浪河崔家段堤防治理工程压实度检测记录表(灌水法)最小干密度最大干密度相对密度干土重g含水量g含水率%湿密度检测含水率检测湿密度g/ cm3湿土重右岸0+200量筒初始刻度m l 桩 号量筒终了刻度m l右岸0+500 施工单位: 试验: 复核: 现场监理: 甲方代表: 日期:高程/层数右岸0+200右岸0+300右岸0+400右岸0+500干密度g/ cm 3右岸0+100试坑盒重盒加盒加体积g湿土重干土重gcm 3gg g/ cm 3 g/ cm 3三层5880.1 40001145.6 2854.42.0650246.3 236.4 186.49.9 5.31.96三层5896.840001123.52876.52.0550270.2 258.9208.911.35.41.94三层5970.840001087.42912.6 2.0550258.4 248.1 198.110.35.21.95三层5678.240001243.6 2756.4 2.0650261.3 250.3200.3 11.05.51.95三层5886.540001156.3 2843.7 2.0750272.5 260.5 210.5 12.05.71.96四层6057.840001087.62912.42.0850248.9 238.7188.710.25.41.97四层5674.740001245.32754.7 2.0650255.4244.5194.510.95.61.95四层5815.040001163.4 2836.62.0550264.2 253.6 203.610.65.21.95四层5528.040001316.5 2683.5 2.0650278.4 266.9216.911.55.31.96四层5624.940001242.7 2757.3 2.0450285.6 273.3 223.312.35.51.93右岸0+200右岸0+300右岸0+400右岸0+500 施工单位: 试验: 复核: 现场监理: 甲方代表: 日期:右岸0+100右岸0+200右岸0+300右岸0+400右岸0+500右岸0+100干土重g含水量g含水率%/层数湿土重量筒初始刻度m l量筒终了刻度m l湿...