沥青路面压实度试验(表干法)

1、沥青路面压实度试验(表干法 )工程名称 :104 国道瓯海段大修工程试验编号 :GLQ-YSD-0001委托单位瓯海区公路养护工程公司试验规程JTJ059-95,JTJ052-2000见证单位恒通监理公司取样日期2010-11-26样品描述无破损样品名称AC-20 沥青芯样现场桩号左幅试验设备钻芯机 ;天平工程部位路面工程试验日期2010-11-27混合料种类AC-20水密度 (g/cm3)1.00000压实度设计值 (%)96马歇尔密度 (g/ cm3)2.338取样位置试件的沥青混试件试件在试件在表干质试件密试件合料标压实横层位厚度空气中水中质量度备注编号准密度桩号距(mm)质量 (g)量

2、 (g)（ g）(g/cm3)度(g/cm 3)(m)1K1916+800下面层621112.2625.51116.42.2662.33896.92K1917+180下面层601072.8600.41076.32.2542.33896.43K1916+600下面层581039.2577.51043.82.2292.33895.34K1916+850下面层601060.5595.41065.52.2562.33896.55K1917+060下面层631128.6630.71132.32.2502.33896.26K1917+290下面层601070.1601.81075.12.2612.3389

3、6.77K1918+420下面层601075.8603.11078.92.2612.33896.78K1918+630下面层601068.5604.81073.72.2792.33897.59K1918+870下面层55986.2549.4989.92.2392.33895.810K1919+290下面层631125.5631.31129.82.2582.33896.611K1919+510下面层611094.7615.41099.22.2632.33896.812K1919+800下面层621112.5623.51116.62.2562.33896.513K1919+910下面层621111

4、.1622.41116.12.2512.33896.314K1920+190下面层611092.5615.71097.72.2672.33897.015K1920+380下面层601070.4611.21075.52.3052.33898.616K1952+600下面层601065.7595.21069.42.2472.33896.117K1920+770下面层581038.9571.81042.72.2062.33894.418K1921+010下面层591055.8592.21059.82.2582.33896.619K1954+220下面层55985.2555.2989.32.2702.

5、33897.120K1921+510下面层591058.2586.21062.52.2222.33895.021K1921+730下面层601071.5600.21075.52.2542.33896.422K1921+910下面层581033.5573.41036.52.2322.33895.5测点数平均值 (%)标准差 S(%)变异系数 Cv(%)保证率 (%)压实度代表值 (%)95.5 合格率 (%)4296.40.7910.89596.495.2结论 :该路段压实度合格。主检：审核人：批准：沥青路面压实度试验(表干法 )工程名称 :104 国道瓯海段大修工程试验编号 :GLQ-YSD-

6、0001委托单位瓯海区公路养护工程公司试验规程 JTJ059-95,JTJ052-2000见证单位恒通监理公司取样日期 2010-11-26样品描述无破损样品名称AC-20 沥青芯样现场桩号左幅试验设备钻芯机 ;天平工程部位路面工程试验日期2010-11-27混合料种类AC-20水密度 (g/cm3)1.00000压实度设计值 (%)96马歇尔密度 (g/ cm3)2.338取样位置试件的沥青混试件试件在试件在表干质试件密试件合料标压实横层位厚度空气中水中质量度备注编号准密度桩号距(mm)质量 (g)量 (g)（ g）(g/cm3)度(g/cm3)(m)23K1922+130下面层53950.

7、3535.8955.82.2632.33896.824K1922+290下面层601052.4592.01058.42.2562.33896.525K1922+510下面层571023.5575.61028.52.2602.33896.726K1922+750下面层661185.8667.81189.32.2742.33897.327K1922+880下面层611048.2590.31052.72.2672.33897.028K1923+070下面层571021.8566.71025.52.2272.33895.329K1923+310下面层561000.7562.71006.42.2552.

8、33896.430K1923+530下面层54958.3539.7962.82.2652.33896.931K1923+750下面层581035.8579.91038.82.2572.33896.532K1923+920下面层601059.5595.71065.22.2572.33896.533K1924+200下面层631128.8628.81133.72.2362.33895.634K1924+370下面层621116.8623.81119.12.2552.33896.435K1924+650下面层601072.7598.51075.82.2472.33896.136K1924+890下面

9、层661185.8653.71189.22.2142.33894.737K1925+080下面层601075.1609.51079.32.2882.33897.938K1925+280下面层581035.8579.71038.82.2562.33896.539K1925+500下面层611091.3611.41096.52.2502.33896.240K1925+750下面层631124.8633.51128.62.2722.33897.241K1926+020下面层591055.4588.21058.22.2462.33896.142K1926+300下面层591052.8590.61056

10、.82.2582.33896.6测点数平均值 (%)标准差 S(%)变异系数Cv(%)保证率 (%)压实度代表值 (%)合格率 (%)4296.40.7910.89596.495.2结论 : 该路段压实度合格。主检：审核人：批准：沥青路面压实度试验(表干法 )工程名称 :104 国道瓯海段大修工程试验编号 :GLQ-YSD-0002委托单位瓯海区公路养护工程公司试验规程 JTJ059-95,JTJ052-2000见证单位恒通监理公司取样日期 2010-11-26样品描述无破损样品名称AC-20 沥青芯样现场桩号右幅试验设备钻芯机 ;天平工程部位路面工程试验日期2010-11-27混合料种类AC

11、-20水密度 (g/cm3)1.00000压实度设计值 (%)96马歇尔密度 (g/ cm3)2.338取样位置试件的沥青混试件试件在试件在表干质试件密试件合料标压实横层位厚度空气中水中质量度备注编号准密度度桩号距(mm)质量 (g)量 (g)（ g）(g/cm3)(g/cm3)(m)1K1916+820下面层6010735602.51078.32.2562.33896.52K1916+400下面层611095.5614.81099.32.2612.33896.73K1916+600下面层651165.5651.71169.32.2522.33896.34K1916+900下面层631124.

12、5627.51128.12.2462.33896.15K1917+100下面层581035.1575.91039.52.2332.33895.56K1917+280下面层601071.9602.41075.92.2642.33896.87K1918+450下面层55982.5553.9988.12.2632.33896.88K1918+660下面层591057.9590.41063.42.2372.33895.79K1918+900下面层571022.3574.81026.72.2622.33896.710K1919+300下面层53952.7534.6958.82.2462.33896.11

13、1K1919+500下面层561003.5563.11008.32.2542.33896.412K1919+700下面层601058.2586.31063.52.2182.33894.913K1919+920下面层611052.8591.91058.62.2562.33896.514K1920+200下面层641147.5648.71152.52.2802.33897.515K1920+380下面层581034.2579.91039.92.2482.33896.216K1920+620下面层53948.6535.7953.12.2732.33897.217K1920+800下面层601053.

14、7589.81057.62.2522.33896.318K1921+020下面层591051.7588.81056.72.2482.33896.219K1921+250下面层621115.7621.81118.42.2472.33896.120K1921+550下面层631127.3634.81133.52.2602.33896.721K1921+720下面层571025.7578.41029.12.2762.33897.322K1921+920下面层55986.7552.8989.12.2622.33896.7测点数平均值 (%)标准差 S(%)变异系数 Cv(%)保证率 (%)压实度代表值

15、(%)合格率 (%)4296.50.7390.89596.592.9结论 : 该路段压实度合格。主检：审核人：批准：沥青路面压实度试验(表干法 )工程名称 :104 国道瓯海段大修工程试验编号 :GLQ-YSD-0002委托单位瓯海区公路养护工程公司试验规程 JTJ059-95,JTJ052-2000见证单位恒通监理公司取样日期 2010-11-26样品描述无破损样品名称AC-20 沥青芯样现场桩号左幅试验设备钻芯机 ;天平工程部位路面工程试验日期2010-11-27混合料种类AC-20水密度 (g/cm3)1.00000压实度设计值 (%)96马歇尔密度 (g/ cm3)2.338取样位置试

16、件的沥青混试件试件在试件在表干质试件密试件合料标压实横层位厚度空气中水中质量度备注编号准密度桩号距(mm)质量 (g)量 (g)（ g）(g/cm3)度(g/cm3)(m)23K1922+100下面层611052.8593.41056.72.2722.33897.224K1922+280下面层621113.8622.81117.22.2532.33896.425K1922+500下面层661182.5665.61186.62.2692.33897.026K1922+730下面层581036.7578.21039.12.2492.33896.227K1922+910下面层631125.7632.

17、81129.42.2672.33897.028K1923+050下面层601055.4593.11059.52.2632.33896.829K1923+300下面层601059.2596.71064.32.2652.33896.930K1923+520下面层601055.1598.31059.92.2862.33897.831K1923+790下面层571022.2572.61026.42.2532.33896.432K1923+950下面层601063.9600.11069.12.2682.33897.033K1924+210下面层53952.1536.6958.72.2562.33896.

18、534K1924+390下面层55985.7544.2989.32.2152.33894.735K1924+630下面层601065.4601.31069.62.2752.33897.336K1934+880下面层601061.6597.91065.32.2712.33897.137K1925+090下面层621118.2626.41124.12.2472.33896.138K1925+290下面层621109.1622.71113.42.2602.33896.739K1925+510下面层631125.4634.81129.72.2742.33897.340K1925+780下面层64114

19、8.7648.31152.82.2772.33897.441K1926+030下面层581032.9567.31036.62.2012.33894.142K1926+320下面层591052.5590.11057.62.2512.33896.3测点数平均值 (%)标准差 S(%)变异系数Cv(%)保证率 (%)压实度代表值 (%)合格率 (%)4296.50.7390.89596.592.9结论 : 该路段压实度合格。主检：审核人：批准：沥青路面压实度试验(表干法 )工程名称 :104 国道瓯海段大修工程试验编号 :GLQ-YSD-0003委托单位瓯海区公路养护工程公司试验规程 JTJ059-

20、95,JTJ052-2000见证单位恒通监理公司取样日期 2010-11-26样品描述无破损样品名称AC-13 沥青芯样现场桩号左幅试验设备钻芯机 ;天平工程部位路面工程试验日期2010-11-27混合料种类AC-13水密度 (g/cm3)1.00000压实度设计值 (%)98马歇尔密度 (g/ cm3)2.300取样位置试件的沥青混试件试件在试件在表干质试件密试件合料标压实横层位厚度空气中水中质量度备注编号准密度桩号距(mm)质量 (g)量 (g)（ g）(g/cm3)度(g/cm3)(m)1K1916+800上面层42739.2416.5743.12.2632.30098.42K1916+

21、380上面层40705.1398.7708.12.2792.30099.13K1916+600上面层40701.2395.8705.52.2642.30098.44K1916+850上面层40709.8392.8713.32.2152.30096.35K1917+060上面层38668.3379.6673.72.2722.30098.86K1917+290上面层39689.1381.7693.62.2092.30096.07K1918+350上面层711248.3702.51253.42.2662.30098.58K1918+420上面层42733.8416.8736.22.2972.3009

22、9.99K1918+630上面层45792.8444.2796.12.2532.30098.010K1918+870上面层44775.2428.8779.32.2122.30096.211K1919+110上面层721266.2711.51269.32.2702.30098.712K1919+290上面层41721.8406.2725.52.2612.30098.313K1915+510上面层38666.1378.1669.92.2832.30099.314K1919+800上面层39682.5385.9686.12.2732.30098.815K1919+910上面层39688.5389.2

23、692.32.2722.30098.816K1920+140上面层691213.0677.21217.52.2452.30097.617K1920+190上面层40705.4396.8709.42.2572.30098.118K1920+380上面层40707.1399.5712.12.2622.30098.319K1920+600上面层39686.5389.3692.42.2652.30098.520K1920+670上面层39691.2391.4696.82.2632.30098.421K1920+770上面层39690.8393.5695.22.2902.30099.622K1921+0

24、10上面层43753.7425.5757.52.2702.30098.7测点数平均值 (%)标准差 S(%)变异系数 Cv(%)保证率 (%)压实度代表值(%)合格率 (%)5498.60.9491.09098.690.7结论 : 该路段压实度合格。主检：审核人：批准：沥青路面压实度试验(表干法 )工程名称 :104 国道瓯海段大修工程试验编号 :GLQ-YSD-0003委托单位瓯海区公路养护工程公司试验规程 JTJ059-95,JTJ052-2000见证单位恒通监理公司取样日期 2010-11-26样品描述无破损样品名称AC-13 沥青芯样现场桩号左幅试验设备钻芯机 ;天平工程部位路面工程试

25、验日期2010-11-27混合料种类AC-13水密度 (g/cm3)1.00000压实度设计值 (%)98马歇尔密度 (g/ cm3)2.300取样位置试件的沥青混试件试件在试件在表干质试件密试件合料标压实横层位厚度空气中水中质量度备注编号准密度桩号距(mm)质量 (g)量 (g)（ g）(g/cm3)度(g/cm3)(m)23K1921+220上面层41723.4405.2725.82.2562.30098.124K1921+460上面层721263.9712.81268.82.2732.30098.825K1921+510上面层40702.9398.1706.62.2782.30099.0

26、26K1921+730上面层40705.5399.5708.82.2812.30099.227K1921+910上面层43752.6426.6758.12.2702.30098.728K1922+020上面层43760.9429.2764.32.2712.30098.729K1922+130上面层43749.5425.7752.22.2962.30099.830K1922+290上面层41725.1409.6729.32.2682.30098.631K1922+420上面层721250.2710.21255.22.2942.30099.732K1922+510上面层40706.3396.270

27、9.12.2572.30098.133K1922+750上面层42742.9422.1746.62.2892.30099.534K1922+880上面层41726.5410.5729.92.2752.30098.935K1923+070上面层41719.5408.8723.32.2882.30099.536K1923+170上面层721255.8712.61260.62.2922.30099.737K1923+310上面层43748.8426.6753.52.2912.30099.638K1923+530上面层41719.5408.2723.42.2832.30099.339K1923+660

28、上面层661160.3652.31163.82.2682.30098.640K1923+750上面层43748.2425.3752.92.2842.30099.341K1923+920上面层42741.8410.6746.22.2102.30096.142K1924+200上面层40703.7396.1706.32.2692.30098.743K1924+370上面层42742.8414.5746.62.2372.30097.344K1924+650上面层42738.2416.9742.82.2652.30098.5测点数平均值 (%)标准差 S(%)变异系数 Cv(%)保证率 (%)压实度代

29、表值(%)合格率 (%)5498.60.9491.09098.690.7结论 : 该路段压实度合格。主检：审核人：批准：沥青路面压实度试验(表干法 )工程名称 :104 国道瓯海段大修工程试验编号 :GLQ-YSD-0003委托单位瓯海区公路养护工程公司试验规程 JTJ059-95,JTJ052-2000见证单位恒通监理公司取样日期 2010-11-26样品描述无破损样品名称AC-13 沥青芯样现场桩号左幅试验设备钻芯机 ;天平工程部位路面工程试验日期2010-11-27混合料种类AC-13水密度 (g/cm3)1.00000压实度设计值 (%)98马歇尔密度 (g/ cm3)2.300取样位

30、置试件的沥青混试件试件在试件在表干质试件密试件合料标压实横层位厚度空气中水中质量度备注编号准密度桩号距(mm)质量 (g)量 (g)（ g）(g/cm3)度(g/cm3)(m)45K1924+740上面层711124.6632.31128.32.2672.30098.646K1924+890上面层42732.9409.5736.62.2412.30097.447K1925+080上面层42731.9416.6736.22.2902.30099.648K1925+200上面层731283.5721.31286.62.2702.30098.749K1925+280上面层40706.6396.870

31、9.22.2622.30098.350K1925+500上面层38668.2378.6672.52.2742.30098.951K1925+750上面层38700.1390.5705.22.2252.30096.752K1925+920上面层731269.5716.21273.32.2792.30099.153K1926+020上面层41712.5405.8716.62.2922.30099.754K1926+300上面层39682.2386.6686.32.2762.30099.0测点数平均值 (%)标准差 S(%)变异系数Cv(%)保证率 (%)压实度代表值 (%)合格率 (%)5498.

32、60.9491.09098.690.7结论 : 该路段压实度合格。主检：审核人：批准：沥青路面压实度试验(表干法 )工程名称 :104 国道瓯海段大修工程试验编号 :GLQ-YSD-0004委托单位瓯海区公路养护工程公司试验规程 JTJ059-95,JTJ052-2000见证单位恒通监理公司取样日期 2010-11-26样品描述无破损样品名称AC-13 沥青芯样现场桩号右幅试验设备钻芯机 ;天平工程部位路面工程试验日期2010-11-27混合料种类AC-13水密度 (g/cm3)1.00000压实度设计值 (%)98马歇尔密度 (g/ cm3)2.300取样位置试件的试件试件试件在试件在表干质

33、试件密横层位厚度空气中水中质量度编号桩号距(mm)质量 (g)量 (g)（ g）(g/cm3)(m)1K1916+820上面层40705.2396.5708.82.2582K1916+400上面层42740.1418.5745.22.2653K1916+600上面层43752.9426.5756.12.2844K1916+900上面层40701.9395.4706.22.2585K1917+100上面层40698.5392.9702.22.2586K1917+280上面层40706.1396.2709.32.2557K1918+340上面层731293.5727.51298.22.2678K1

34、918+450上面层43755.1424.2759.12.2559K1918+660上面层40703.5396.2706.52.26710K1918+900上面层37649.2366.2653.22.26211K1919+140上面层39688.5382.1692.82.21612K1919+300上面层39673.4380.8677.92.26713K1919+500上面层38668.5378.2672.22.27414K1919+700上面层37651.7366.7654.12.26815K1919+920上面层40701.5390.6704.82.23316K1920+120上面层731

35、273.8710.41276.62.25017K1920+200上面层41721.1405.8723.12.27318K1920+380上面层41719.7406.1722.52.27519K1920+620上面层41723.3405.8726.22.25720K1920+640上面层681192.8673.01196.72.27821K1920+800上面层40706.8396.9709.22.26322K1921+020上面层38665.4378.2669.32.286沥青混合料标准密度(g/cm3)2.3002.3002.3002.3002.3002.3002.3002.3002.3002.3002.3002.3002.3002.3002.3002.3002.3002.3002.3002.3002.3002.300压实备注度98.298.599.398.298.298.098.698.098.698.396.398.698.998.697.197.898.898.998.199.098.499.4测点数平均值 (%)标准差 S(%)变异系数Cv(%)保证