压实度自动计算套用表格002.xls
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1、施施工工路路段段左侧污水管道取取样样层层次次素土第25层结合料剂量最最大大干干密密度度1.771.77最最佳佳含含水水率率15.8%15.8%压压实实度度/%/%9696最最大大干干密密度度取取样样桩桩号号1.771.77取取样样编编号号1 12 23 34 417-1917-19试试坑坑深深度度16.516.517.317.316.916.917.517.516.516.517.317.316.916.918.518.5试试坑坑深深度度1515141413131313固固定定值值筒筒+ +原原有有砂砂80008000800080008000800080008000锥锥体体砂砂量量780780
2、780780780780780780 00-0000-00粗粗面面耗耗砂砂0 00 00 00 033003300左左右右筒筒+ +剩剩余余砂砂40424042381838183930393037803780计计算算试试坑坑消消耗耗31783178340234023290329034403440 固固定定值值量量砂砂密密度度1.431.431.431.431.431.431.431.43 计计算算试试坑坑容容积积22222222237923792301230124062406计计算算湿湿试试样样重重量量44004400473447344647464747634763计计算算湿湿密密度度1.98
3、1.981.991.992.022.021.981.98不不重重复复含含 水水 率率 试试 验验盒盒号号23236060494944442626444444447 7盒盒重重28.4928.4930.2630.2625.2325.2326.2426.2429.2329.2323.8223.8229.8329.8324.0124.01盒盒+ +湿湿土土75.3275.3275.0175.0170.5070.5074.5574.5571.7871.7866.2766.2778.6878.6873.0873.08计计算算盒盒+ +干干土土68.8568.8568.5768.5764.2864.286
4、8.0268.0265.4365.4359.7159.7172.1872.1866.7566.756.36.3左左右右水水分分重重6.476.476.446.446.226.226.536.536.356.356.566.566.56.56.336.33计计算算干干土土重重40.3640.3638.3138.3139.0539.0541.7841.7836.2036.2035.8935.8942.3542.3542.7442.74流流动动含含水水率率16.03%16.03%16.81%16.81%15.93%15.93%15.63%15.63%17.54%17.54%18.28%18.28%1
5、5.35%15.35%14.81%14.81%计计算算平平均均含含水水率率16.4%16.4%15.8%15.8%17.9%17.9%15.1%15.1%计计算算试试样样干干密密度度1.70103091.70103091.718480141.718480141.713316371.713316371.720243271.7202432796.1%96.1%97.1%97.1%96.8%96.8%97.2%97.2%要要求求=9 96 6 压压实实度度/%/%96.1%96.1%97.1%97.1%97.0%97.0%97.3%97.3%砂砂密密度度1 1. .4 43 3最最终终干干密密度度1
6、.71.71.721.721.711.711.721.72最最终终压压实实度度/%/%96.0%96.0%97.2%97.2%96.6%96.6%97.2%97.2%在在空空白白处处按按DeleteDelete键键最最佳佳含含水水率率1 15 5. .8 8% %盒盒号号有有重重编编号号4444含含水水率率最最大大差差值值0.860.860.780.30.740.545 56 616.716.717.217.216.716.717.217.2141416168000800080008000780780780780 0 00 039803980385438543240324033663366 1
7、.431.431.431.43 226622662354235445094509461446141.991.991.961.961 152523939525223.9423.9423.3923.3928.6828.6823.3723.3768.2668.2669.0369.0379.4679.4670.9470.9461.7461.7462.5762.5772.8672.8664.4564.456.526.526.466.466.66.66.496.4937.8037.8039.1839.1844.1844.1841.0841.0817.25%17.25%16.49%16.49%14.94%1
8、4.94%15.80%15.80%16.9%16.9%15.4%15.4%1.702309671.702309671.698440211.6984402196.2%96.2%96.0%96.0%96.3%96.3%96.2%96.2%1.71.71.71.796.0%96.0%96.0%96.0%0.760.86在在空空白白处处按按DeleteDelete键键3 38 81 14 44 42 21 14 43 36 64 41 12 25 51 16 66 65.335.33最最大大盒盒号号5454第 页 ,共 页路路基基路路面面压压实实度度试试验验检检测测报报告告( (挖挖坑坑灌灌砂砂法法)
9、 )试验室名称:报告编号:委托单位委托编号工程名称检测编号工程部位/用途单位工程见证单位见 证 人试验依据判定依据主要仪器 设备及编号1标准砂密度(g/cm)公路等级压实度规定值(%)0结构类型保证率ta(%)压实度规定极值(%)2测点桩号压实厚度(cm)1514131314锥体砂质量(g)780780780780780筒+砂质量(g)80008000800080008000筒+余砂质量(g)40423818393037803980试坑耗砂量(g)31783402329034403240试坑体积(cm)22222379230124062266试坑内湿土质量(g)4400473446474763
10、4509湿密度(g/cm)1.981.992.021.981.99平均含水率(%)16.4%15.8%17.9%15.1%16.9%干密度(g/cm)1.71.721.711.721.7最大干密度(g/cm)1.771.771.771.771.77压实度(%)96.0%97.2%96.6%97.2%96.0%3平均值(%): 0标准差(%): 0变异系数(%): 0代表值(%): 0 合格率(%)0检测 结论备注声明: 1.本检验结果仅对来样负责,若有意见或疑问须在一周内提出; 2.未经本站书面批准,不得复制检验报告(完整复制除外); 3.报告无检验单位公章、未经审核、签发无效,报告涂改无效;
11、地址:郴州市万华大道与冲口路交叉口七里洞村廖家组 电话:0735-8883163 传真:0735-8883193 邮编:423000试验: 审核: 签发: 日期: 年 月 日(专用章)124.01 224.25 323.75 424.08 523.51 623.56 724.16 823.43 923.54 1023.82 1123.99 1223.72 1325.14 1424.48 1524.16 1625.23 1723.94 1826.24 1924.75 2028.03 2128.03 2229.35 2329.95 2428.43 2528.60 2629.251 2728.491
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