水稳碎石基层合成级配自动算.xls

水稳碎石基层合成级配自动算.xls

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筛筛分分试试验验记记录录建设项目:

合同号:

1施工单位:

施工路段:

试样编号:

取样地点:

乡宁检验次数干矿重（g）试样重（g）沥青重量（g）130001200-18002平均值孔径（mm）37.531.526.5191613.29.54.752.361.180.60.30.150.075筛底筛余量（g）0.093.0435.0297.0303.0231.0510.0450.0141.0210.0231.06.042.0135.0分计筛余（g）0.03.114.59.910.17.717.015.04.77.07.70.21.4累计筛余（g）0.03.117.627.537.645.362.377.382.089.096.796.998.3通过量（%）100.096.982.472.562.454.737.722.718.011.03.33.11.7理理论论中中值值（%）100100847668.557.54026.517.511.57.553.5规范上限（%）10010086797262453122151075规范下限（%）100100827365533522138532计算：

复核：

审核：

监理工程师：

试验日期：

2015年2月6日水水稳稳碎碎石石基基层层混混合合料料级级配配筛筛分分结结果果干燥试样总量m0（g）第一组试验日期2017/8/43000理论数据筛孔尺寸（mm）筛上重mi（g）分计筛余（%）累计筛余（%）通过百分率（%）合成级配上限下限

（1）

（2）（3）（4）26.530.10.199.91001001002985.614.4FALSE自动507.60.169219504.616.917838486822985.614.4FALSE自动16131.44.421.478.67679732985.614.4FALSE498.60.166213.2367.212.333.766.368.572652985.614.4FALSE9.5158.25.3396157.562532985.614.4FALSE158.20.052734.75567.31958424045352985.614.4FALSE916.60.305532.36349.311.769.730.326.531222985.614.4FALSE1.18289.69.779.420.617.522132985.614.4FALSE904.60.301530.6256.88.6881211.51582985.614.4FALSE0.3116.43.991.98.17.51052985.614.4FALSE0.1562.72.19465732985.614.4FALSE0.075104.53.597.52.53.5522985.614.4FALSE筛底74.62.510002985.614.4FALSE30002985.626.5191613.29.54.752.361.180.60.30.150.075筛底010203040506070809010026.5191613.29.54.752.361.180.60.30.150.075筛底0102030405060708090100