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JTJ059-95JTJ052-2000见证单位恒诵监理公司取样日期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(%)963马歇尔密度(g/ cm )2.338试件编号取样位置层位试件 厚度(mm)试件在 空气中 质量(g)试件在 水中质 量(g)试件的 表干质量(g)试件密 度(g/cm3)沥青混 合料标

2、 准密度(g/cm 3)压实 度备注桩号横 距(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601070.1601.81075.12.2612.33896

3、.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55985.2555.2989.32.2702.3

5、3897.120K1921+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-0001委托单位瓯海区公路养

6、护工程公司试验规程JTJ059-95,JTJ052-2000见证单位恒诵监理公司取样日期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3AC-20水密度(g/cm3)1.00000压实度设计值()96马歇尔密度(g/ cm)2.338试件编号取样位置层位试件 厚度(mm)试件在 空气中 质量(g)试件在 水中质 量(g)试件的 表干质 量 (g)试件密 度(g/cm 3)沥青混 合料标 准密度(g/cm 3)压实 度备注桩号横 距(m)23K1922+130下面层53950.3535.8955.

7、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561000.7562.71006.42.2552.33896.430K

8、1923+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下面层661185.86

9、53.71189.22.2142.33894.737K1925+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591052.8590.61056.82.2582.3

10、3896.6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:试验编号：GLQ-YSD-0002沥青路面压实度试验(表干法)委托单位瓯海区公路养护工程公司试验规程JTJ059-95,JTJ052-2000见证单位恒诵监理公司取样日期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-20水密度(g/cm3)1.00000压实度设计值(%)96马歇尔密度(g/ cm)2

11、.338试件编号取样位置层位试件 厚度(mm)试件在 空气中 质量(g)试件在 水中质 量(g)试件的 表干质量(g)试件密 度(g/cm 3)沥青混合料标 准密度(g/cm 3 )压实 度备注桩号横 距(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631124.5627.51128.12.2462.33896.15K1917+100下面

12、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53952.7534.6958.82.2462.33896.111K1919+500下面层561003.5563.11008.32.2542

13、.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601053.7589.81057.62.2522.33896.318K1921+020下

14、面层591051.7588.81056.72.2482.33896.219K1921+250下面层621115.7621.81118.42.2472.33896.120K1921+550下面层631127.3634.81133.52.2602.33896.7工程名称：104国道瓯海段大修工程21K1921+720下面层571025.722K1921+920下面层55986.7测点数平均值()标准差S(%)变异系数Cv(4296.50.7390.8结论：该路段压实度合格。578.41029.12.2762.33897.3552.8989.12.2622.33896.7(%)保证率(%)压实度代表

15、值()合格率(%)9596.592.9主检：审核人：批准:试验编号：GLQ-YSD-0002沥青路面压实度试验(表干法)委托单位瓯海区公路养护工程公司试验规程JTJ059-95,JTJ052-2000见证单位恒诵监理公司取样日期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/ cm)2.338试件编号取样位置层位试件 厚度(mm)试件在 空气中 质量(g)试件在 水中质 量(g)试件的 表干质 量 (g)试件密 度(

16、g/cm 3)沥青混 合料标 准密度(g/cm 3 )压实 度备注桩号横 距(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631125.7632.81129.42.2672.33897.028K1923+050下面层601055.459

17、3.11059.52.2632.33896.829K1923+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53952.1536.6958.72.2562.33896.534K1924+390下面层55985.7544.2989.32.2152.33894.

18、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641148.7648.31152.82.2772.33897.4工程名称：104国道瓯海段大修工程

19、41K1926+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JTJ059-95,JTJ052-2000见证单位恒诵监理公司取样日期2010-11-26样品描述

20、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/ cm)2.300试件编号取样位置层位试件 厚度(mm)试件在 空气中 质量(g)试件在 水中质 量(g)试件的 表干质 量 (g)试件密 度(g/cm 3)沥青混 合料标 准密度3(g/cm )压实 度备注桩号横 距(m)1K1916+800上面层42739.2416.5743.12.2632.30098.42K1916+380上面层40705.1398.7708.12.2792.30099.1

21、3K1916+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42733.8416.8736.22.2972.30099.99K1918+630上面层45792.8444.2796.12.25

22、32.30098.010K1918+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39688.5389.2692.32.2722.30098.816K1920+140上面层6912

23、13.0677.21217.52.2452.30097.617K1920+190上面层40705.418K1920+380上面层40707.119K1920+600上面层39686.520K1920+670上面层39691.221K1920+770上面层39690.822K1921+010上面层43753.7测点数平均值()标准差S(%)变异系数Cv(5498.60.9491.0结论：该路段压实度合格。396.8709.42.2572.30098.1399.5712.12.2622.30098.3389.3692.42.2652.30098.5391.4696.82.2632.30098.43

24、93.5695.22.2902.30099.6425.5757.52.2702.30098.7(%)保证率(%)压实度代表值()合格率(%)9098.690.7主检：审核人：批准:沥青路面压实度试验(表干法)试验编号：GLQ-YSD-0003工程名称：104国道瓯海段大修工程委托单位瓯海区公路养护工程公司试验规程JTJ059-95JTJ052-2000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/ cm)2.300试件编号取样位置

25、层位试件 厚度(mm)试件在 空气中 质量(g)试件在 水中质 量(g)试件的 表干质 量 (g)试件密 度(g/cm 3)沥青混 合料标 准密度3(g/cm )压实 度备注桩号横 距(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40702.9398.1706.62.2782.30099.026K1921+730上面层40705.5399.5708.82.2812.30099.227K1921+910上面层43752.642

26、6.6758.12.2702.30098.728K1922+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40706.3396.2709.12.2572.30098.133K1922+750上面层42742.9422.1746.62.2892.30099.534K192

27、2+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721255.8712.61260.62.2922.30099.7工程部位路面工程试验日期2010-11-2737K1923+310上面层43748.8426.6753.52.2912.30099.638K1923+530上面层41719.5408.2723.42.2832.30099.339K1923+660上面层661160.3652.31163.82.2682.30098.640K1923+75

28、0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

29、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见证单位恒诵监理公司取样日期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/ cm)2.300试件编号取样位置层位试件 厚度(mm)试件在 空气中 质量(g)试件在 水中质 量(g)试件的 表干质 量 (g)试件密 度(g/cm 3)

30、沥青混 合料标 准密度(g/cm 3)压实 度备注桩号横 距(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40706.6396.8709.22.2622.30098.350K1925+500上面层38668.2378.6672.52.2742.

31、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(%)5498.60.9491.09098.690.7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：10

32、4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见证单位恒诵监理公司取样日期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/ cm)2.300试件编号取样位置层位试件 厚度(mm)试件在 空气中 质量(g)试件在 水中质 量(g)试件的 表干质 量 (g)试件密 度(g/cm 3)沥青混 合料标 准密度(g/cm 3)压实 度备注桩

33、号横距(m)1K1916+820上面层40705.2396.5708.82.2582.30098.22K1916+400上面层42740.1418.5745.22.2652.30098.53K1916+600上面层43752.9426.5756.12.2842.30099.34K1916+900上面层40701.9395.4706.22.2582.30098.25K1917+100上面层40698.5392.9702.22.2582.30098.26K1917+280上面层40706.1396.2709.32.2552.30098.07K1918+340上面层731293.5727.51298

34、.22.2672.30098.68K1918+450上面层43755.1424.2759.12.2552.30098.09K1918+660上面层40703.5396.2706.52.2672.30098.610K1918+900上面层37649.2366.2653.22.2622.30098.311K1919+140上面层39688.512K1919+300上面层39673.413K1919+500上面层38668.514K1919+700上面层37651.715K1919+920上面层40701.516K1920+120上面层731273.817K1920+200上面层41721.118K

35、1920+380上面层41719.719K1920+620上面层41723.320K1920+640上面层681192.821K1920+800上面层40706.822K1921+020上面层38665.4测点数平均值()标准差S(%)变异系数Cv(5398.30.8400.9结论：该路段压实度合格。382.1692.82.2162.30096.3380.8677.92.2672.30098.6378.2672.22.2742.30098.9366.7654.12.2682.30098.6390.6704.82.2332.30097.1710.41276.62.2502.30097.8405.

36、8723.12.2732.30098.8406.1722.52.2752.30098.9405.8726.22.2572.30098.1673.01196.72.2782.30099.0396.9709.22.2632.30098.4378.2669.32.2862.30099.4(%)保证率(%)压实度代表值()合格率(%)9098.392.5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见证单位恒诵监理公司取样日期2010-11-26样品描述

37、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_-3AC-13水密度(g/cm3)1.00000压实度设计值(%)98马歇尔密度(g/ cm)2.300试件编号取样位置层位试件 厚度(mm)试件在 空气中 质量(g)试件在 水中质 量(g)试件的 表干质 量 (g)试件密 度(g/cm 3)沥青混 合料标 准密度(g/cm 3)压实 度备注桩号横 距(m)23K1921+252上面层38663.7374.8666.12.2782.30099.024K1921+440上面层721255.2710.41258.82.2892.

38、30099.525K1921+550上面层40705.8397.5708.12.2722.30098.826K1921+720上面层40698.5394.1702.22.2672.30098.627K1921+920上面层40712.5400.8716.62.2562.30098.128K1921+990上面层691213.8683.51216.52.2772.30099.029K1922+100上面层39682.5388.5686.42.2912.30099.630K1922+280上面层42737.8412.8740.32.2532.30098.031K1922+410上面层701205.432K1922+500上面层40704.433K1922+730上面层40711.134K1922+910上面层40702.935K1923+050上面层41724.136K1923+150上面层681184.237K1923+300上面层43746.838K1923+520上面层43741.039K1923+650上面层691233.940K1923+790上面层41726.841K1923+950上面层40711.242K1924+390上面层40706.443K1924+630上面层4