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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
12、 2827.461 2928.511 3029.02153.9 3129.23253.2 3228.68351.6 3330.45454.1 3430.26556.3 3528.52659.2 3629.21754.8 3729.45852.1 3828.38952.4 3929.831052.1 4029.451154.5 4123.681255.8 4224.321352.9 4324.461453.3 4424.121551.3 4523.31648.94 4623.311751.7 4723.321852.6 4823.331953.844923.342051.9 5023.35215
13、6.6 5123.362252.8 5223.372354.3 5323.382454.6 5423.392553.4 5523.42653.2 5623.412752.7 5724.692853.4 5824.042952.4 5924.613052.96 6023.833151.6 6103252 3353.3 3450.1 3552.8 3655.94 3753.4 3852.9 3953.1 4052 4150.2 4255.6 4352.4 4455.6 4553.6 4654 4753.1 4854.8 4950.5 5055.1 5156.1 5254.1 5357.1 5452
14、.4 5553.8 5682.3 5752.8 5852.2 5947.5 6054.7 6150.86 6253.3 6357.02 6455 6557 6641.3 6747.86854.8 6953 3697.96使使用用前前注注意意修修改改其其中中相相关关的的参参数数最最大大干干密密度度取取样样桩桩号号1 11 11 1 1.851.85取取样样编编号号1 12 23 3 试试坑坑深深度度16.516.517.817.819.819.8 固固定定值值筒筒+ +原原有有砂砂800080008000800080008000 锥锥体体砂砂量量793793793793793793 50-805
15、0-80粗粗面面耗耗砂砂838367676666 33003300左左右右筒筒+ +剩剩余余砂砂374037403689368934143414 计计算算试试坑坑消消耗耗338433843451345137273727 固固定定值值量量砂砂密密度度1.401.401.401.401.401.40 计计算算试试坑坑容容积积241724172465246526622662 计计算算湿湿试试样样重重量量482848284867486753945394 计计算算湿湿密密度度2.002.001.971.972.032.03 不不重重复复 含含 水水 率率 试试 验验盒盒号号9 93 3121211111
16、9192121 盒盒重重23.5423.5423.7523.7523.7223.7223.9923.9924.7524.7528.0328.03 盒盒+ +湿湿土土82.0382.0381.3381.3385.9785.9785.1385.1382.4982.4982.4882.48 计计算算盒盒+ +干干土土75.6775.6775.0675.0679.7179.7178.7978.7976.1276.1276.1676.16 6.36.3左左右右水水分分重重6.366.366.276.276.266.266.346.346.376.376.326.32 计计算算干干土土重重52.1352.
17、1351.3151.3155.9955.9954.8054.8051.3751.3748.1348.13 流流动动含含水水率率12.20%12.20%12.22%12.22%11.18%11.18%11.57%11.57%12.40%12.40%13.13%13.13% 计计算算平平均均含含水水率率12.2%12.2%11.4%11.4%12.8%12.8% 计计算算试试样样干干密密度度1.781.781.771.771.801.80 要要求求=9 95 5. .6 6 压压实实度度/%/%96.2%96.2%95.8%95.8%97.1%97.1% 量量砂砂密密度度1 1. .4 40 0最
18、最佳佳含含水水率率1 11 1. .3 3% %盒盒号号有有重重编编号号#N/A#N/A含含水水率率最最大大差差值值0.000.0096区第4层21 11 11 1 4 45 56 6 17.917.918.018.018.918.9 800080008000800080008000 793793793793793793 787874746969 363936393624362433973397 349034903509350937413741 1.401.401.401.401.401.40 249324932506250626722672 493749375083508352975297
19、1.981.982.032.031.981.98 353532324747454558585555 28.5228.5228.6828.6823.3223.3223.3023.3024.0424.0423.4023.40 98.1998.1988.6288.6277.4977.4979.9779.9789.2589.2584.1384.13 91.9691.9682.2682.2671.1171.1173.4573.4582.7482.7477.7277.72 6.236.236.366.366.386.386.526.526.516.516.416.41 63.4463.4453.5853.
20、5847.7947.7950.1550.1558.7058.7054.3254.32 9.82%9.82%11.87%11.87%13.35%13.35%13.00%13.00%11.09%11.09%11.80%11.80% 10.8%10.8%13.2%13.2%11.4%11.4% 1.791.791.791.791.781.78 96.6%96.6%96.9%96.9%96.2%96.2%按按DeleteDelete键键使使用用前前注注意意修修改改其其中中相相关关的的参参数数取取样样桩桩号号1 1最大干密度1.85 取取样样编编号号1 1 试试坑坑深深度度18.418.4 18.418
21、.4 试试坑坑深深度度17.417.4 筒筒+ +原原有有砂砂80008000 锥锥体体砂砂量量793793 粗粗面面耗耗砂砂7979 筒筒+ +剩剩余余砂砂4 4 试试坑坑消消耗耗35183518 量量砂砂密密度度1.401.40 试试坑坑容容积积25792579 湿湿试试样样重重量量51225122 湿湿密密度度1.986041101.98604110 盒盒号号51515656 盒盒重重23.3623.3623.4123.41 盒盒+ +湿湿土土93.8193.8193.8493.84 盒盒+ +干干土土87.2287.2287.2487.24 水水分分重重6.596.596.606.60
22、 干干土土重重63.8663.8663.8363.83 含含水水率率10.32%10.32%10.34%10.34% 平平均均含含水水率率10.3%10.3% 试试样样干干密密度度1.801.80 压压实实度度/%/%97.3%97.3%1.5333564 153.335641.53 2.365544982.370.4227355680.421940928 1.56587891.57 73.31273 74.31274 75.31275 76.51277 77.31277 78.31278 79.31279 80.31280 81.31281 82.31282 83.31283 84.31284 85.31285 86.31286 87.31287 88.31288 89.31289 90.31290 91.31291 92.31292 93.31293