环刀法自动计算表原始记录F.xls

1、环环刀刀法法压压实实度度试试验验记记录录表表 施工单位：庆阳市环宇路业有限公司合同号：监理单位：甘肃同兴监理工程管理咨询有限公司编号：分项工程名称污水管道沟槽槽底最佳含水量(%)12.5标准干密度(g/c)1.9范 围K0+270-K0+470要求压实度（%）95检 测 日 期取 样 位 置K0+300K0+330K0+360K0+390K0+420K0+450盒 号4221711023161915172516盒 重(g)16.816.520.11721.515.520.91621.320.116.520.9盒+湿样重(g)48.757.641.755.153.448.253.840.356.

2、147.053.956.8盒+干样重(g)45.053.339.250.949.744.750.337.652.143.849.652.9水 分 重(g)3.74.32.54.23.73.53.52.74.03.24.33.9干 样 重(g)28.236.819.133.928.229.229.421.630.823.733.132.0含 水 量(%)13.111.713.112.413.112.011.912.513.013.513.012.2含水量平均值(%)12.412.812.612.213.312.6环 刀 号1#2#5#4#6#3#环 刀 重(g)9091.5919291.590.

3、5环刀+试样重(g)294.2295.7296.9298.8297.2295.0环刀体积(c)100100100100100100湿 样 重(g)204.2204.2205.9206.8205.7204.5湿容重(g/c)2.0422.0422.0592.0682.0572.045干容重(g/c)1.8161.8111.8301.8431.8161.816标准干密度(g/c)1.901.901.901.901.901.90压 实 度(%)95.695.396.397.095.695.6监理工程师意见 签名：试验：主管：复核：分项工程名称污水管道灰土垫层最佳含水量(%)15.9标准干密度(g/c

4、)1.743范 围K0+270-K0+470要求压实度（%）95检 测 日 期取 样 位 置K0+300K0+330K0+360K0+390K0+420K0+450盒 号4221711023161915172516盒 重(g)16.816.520.11721.515.520.91621.320.116.520.9盒+湿样重(g)46.748.649.759.156.053.452.347.749.545.444.651.3盒+干样重(g)42.444.145.753.751.448.647.843.545.741.840.647.4水 分 重(g)4.34.54.05.44.64.84.54.

5、23.83.64.03.9干 样 重(g)25.627.625.636.729.933.126.927.524.421.724.126.5含 水 量(%)16.816.315.614.715.414.516.715.315.616.616.614.7含水量平均值(%)16.615.215.016.016.115.7环 刀 号1#2#5#4#6#3#环 刀 重(g)9091.5919291.590.5环刀+试样重(g)301.7302.8300.7301.6301.5303.4环刀体积(c)100100100100100100湿 样 重(g)211.7211.3209.7209.6210.021

6、2.9湿容重(g/c)2.1172.1132.0972.0962.1002.129干容重(g/c)1.8161.8351.8241.8071.8091.841标准干密度(g/c)1.901.901.901.901.901.90压 实 度(%)95.696.696.095.195.296.9监理工程师意见 签名：试验：主管：复核：环环刀刀法法压压实实度度试试验验记记录录表表 施工单位：庆阳市环宇路业有限公司合同号：监理单位：甘肃同兴监理工程管理咨询有限公司编号：分项工程名称污水管道灰土垫层最佳含水量(%)15.9标准干密度(g/c)1.743范 围K0+270-K0+470要求压实度（%）95检

7、 测 日 期取 样 位 置K0+300K0+330K0+360K0+390K0+420K0+450盒 号4221711023161915172516盒 重(g)16.816.520.11721.515.520.91621.320.116.520.9盒+湿样重(g)48.644.459.547.656.848.056.850.547.251.741.153.9盒+干样重(g)44.440.754.343.251.843.452.246.143.547.237.649.3水 分 重(g)4.23.75.24.45.04.64.64.43.74.53.54.6干 样 重(g)27.624.234.2

8、26.230.327.931.330.122.227.121.128.4含 水 量(%)15.215.315.216.816.516.514.714.616.716.616.616.2含水量平均值(%)15.316.016.514.716.716.4环 刀 号1#2#5#4#6#3#环 刀 重(g)9091.5919291.590.5环刀+试样重(g)298.2304.4301.9299.6306.5301.3环刀体积(c)100100100100100100湿 样 重(g)208.2212.9210.9207.6215.0210.8湿容重(g/c)2.0822.1292.1092.0762.

9、1502.108干容重(g/c)1.8071.8351.8111.8111.8431.811标准干密度(g/c)1.901.901.901.901.901.90压 实 度(%)95.196.695.395.397.095.3监理工程师意见 签名：试验：主管：复核：环环刀刀法法压压实实度度试试验验记记录录表表 施工单位：庆阳市环宇路业有限公司合同号：监理单位：甘肃同兴监理工程管理咨询有限公司编号：分项工程名称污水管道管侧回填最佳含水量(%)12.5标准干密度(g/c)1.9范 围K0+270-K0+470要求压实度（%）90检 测 日 期取 样 位 置K0+300K0+330K0+360K0+3

10、90K0+420K0+450盒 号4221711023161915172516盒 重(g)16.816.520.11721.515.520.91621.320.116.520.9盒+湿样重(g)52.857.768.659.369.360.263.257.169.267.150.367.0盒+干样重(g)48.852.963.654.764.155.358.252.463.862.146.661.7水 分 重(g)4.04.85.04.65.24.95.04.75.45.03.75.3干 样 重(g)32.036.443.537.742.639.837.336.442.542.030.140.

11、8含 水 量(%)12.513.211.512.212.212.313.412.912.711.912.313.0含水量平均值(%)12.911.912.313.212.312.7环 刀 号1#2#5#4#6#3#环 刀 重(g)9091.5919291.590.5环刀+试样重(g)286.4286.0286.8288.9284.0284.2环刀体积(c)100100100100100100湿 样 重(g)196.4194.5195.8196.9192.5193.7湿容重(g/c)1.9641.9451.9581.9691.9251.937干容重(g/c)1.7401.7391.7441.74

12、01.7141.720标准干密度(g/c)1.901.901.901.901.901.90压 实 度(%)91.691.591.891.690.290.5监理工程师意见 签名：试验：主管：复核：环环刀刀法法压压实实度度试试验验记记录录表表 施工单位：庆阳市环宇路业有限公司合同号：监理单位：甘肃同兴监理工程管理咨询有限公司编号：分项工程名称污水管道管侧回填最佳含水量(%)12.5标准干密度(g/c)1.9范 围K0+270-K0+470要求压实度（%）90检 测 日 期取 样 位 置K0+300K0+330K0+360K0+390K0+420K0+450盒 号422171102316191517

13、2516盒 重(g)16.816.520.11721.515.520.91621.320.116.520.9盒+湿样重(g)47.952.161.259.652.654.262.650.055.656.068.169.8盒+干样重(g)44.248.056.655.148.949.958.146.251.652.362.764.6水 分 重(g)3.74.14.64.53.74.34.53.84.03.75.45.2干 样 重(g)27.431.536.538.127.434.437.230.230.332.246.243.7含 水 量(%)13.513.012.611.813.512.512

14、.112.613.211.511.711.9含水量平均值(%)13.312.213.012.412.411.8环 刀 号1#2#5#4#6#3#环 刀 重(g)9091.5919291.590.5环刀+试样重(g)286.5284.9286.8285.0286.4282.5环刀体积(c)100100100100100100湿 样 重(g)196.5193.4195.8193.0194.9192.0湿容重(g/c)1.9651.9341.9581.9301.9491.920干容重(g/c)1.7351.7231.7331.7181.7351.718标准干密度(g/c)1.901.901.901.

15、901.901.90压 实 度(%)91.390.791.290.491.390.4监理工程师意见 签名：试验：主管：复核：环环刀刀法法压压实实度度试试验验记记录录表表 施工单位：庆阳市环宇路业有限公司合同号：监理单位：甘肃同兴监理工程管理咨询有限公司编号：分项工程名称污水管道管侧回填最佳含水量(%)12.5标准干密度(g/c)1.9范 围K0+270-K0+470要求压实度（%）90检 测 日 期取 样 位 置K0+300K0+330K0+360K0+390K0+420K0+450盒 号4221711023161915172516盒 重(g)16.816.520.11721.515.520.

16、91621.320.116.520.9盒+湿样重(g)60.055.459.250.655.061.369.048.452.251.451.458.9盒+干样重(g)55.150.855.147.051.356.164.044.648.647.847.854.8水 分 重(g)4.94.64.13.63.75.25.03.83.63.63.64.1干 样 重(g)38.334.335.030.029.840.643.128.627.327.731.333.9含 水 量(%)12.813.411.712.012.412.811.613.313.213.011.512.1含水量平均值(%)13.111.912.612.513.111.8环 刀 号1#2#5#4#6#3#环 刀 重(g)9091.5919291.590.5环刀+试样重(g)285.3285.7285.0284.7286.2282.5环刀体积(c)100100100100100100湿 样 重(g)195.3194.2194.0192.7194.7192.0湿容重(g/c)1.9531.9421.9401.9271.9471.