瀝青路面壓實(shí)度試驗(yàn)

瀝青路面壓實(shí)度試驗(yàn)(表干法)試驗(yàn)編工程名稱：104國(guó)道甌海段大修工程試驗(yàn)編號(hào):GLQ-YSD-0001委托單位甌海區(qū)公路養(yǎng)護(hù)工程公司試驗(yàn)規(guī)程JTJ059-95JTJ052-2000見(jiàn)證單位臺(tái)州恒誦監(jiān)理公司取樣日期2010-11-26樣品描述無(wú)破損樣品名稱AC-20瀝青芯樣現(xiàn)場(chǎng)樁號(hào)左幅試驗(yàn)設(shè)備鉆芯機(jī)；天平工程部位路面，程試驗(yàn)日期2010-11-271.0000 c混合料種類(lèi) AC-20水密度(g/cm3) 壓實(shí)度設(shè)計(jì)值(%) 96 馬歇爾密度(g/cm3) 2.3380試件編號(hào)取樣位置層位試件厚度(mm)試件在空氣中質(zhì)量(g)試件在水中質(zhì)量⑹試件的表干質(zhì)量(g)試件密度(g/cm3)瀝青混合料標(biāo)準(zhǔn)密度(g/cm3)壓實(shí)度備注樁號(hào)橫距(m)1K1916+800下面層621112.2625.51116.42.2662.33896.92K1917+180下面層601072.8600.41076.32.2542.33896.43K1916+600下面層581039.2577.51043.82.2292.33895.34K1916+850下面層601060.5595.41065.52.2562.33896.55K1917+060下面層631128.6630.71132.32.2502.33896.26K1917+290下面層601070.1601.81075.12.2612.33896.77K1918+420下面層601075.8603.11078.92.2612.33896.78K1918+630下面層601068.5604.81073.72.2792.33897.59K1918+870下面層55986.2549.4989.92.2392.33895.8

10K1919+290下面層631125.5631.31129.82.2582.33896.611K1919+510下面層611094.7615.41099.22.2632.33896.812K1919+800下面層621112.5623.51116.62.2562.33896.513K1919+910下面層621111.1622.41116.12.2512.33896.314K1920+190下面層611092.5615.71097.72.2672.33897.015K1920+380下面層601070.4611.21075.52.3052.33898.616K1952+600下面層601065.7595.21069.42.2472.33896.117K1920+770下面層581038.9571.81042.72.2062.33894.418K1921+010下面層591055.8592.21059.82.2582.33896.619K1954+220下面層55985.2555.2989.32.2702.33897.120K1921+510下面層591058.2586.21062.52.2222.33895.021K1921+730下面層601071.5600.21075.52.2542.33896.422K1921+910下面層581033.5573.41036.52.2322.33895.5主檢:審核人: 批準(zhǔn):主檢:審核人: 批準(zhǔn):瀝青路面壓實(shí)度試驗(yàn)(表干法)測(cè)點(diǎn)數(shù)平均值(％)標(biāo)準(zhǔn)差S(%)變異系數(shù)Cv(%)保證率(％)壓實(shí)度代表值(%)95.5合格率(%)4296.40.7910.89596.495.2結(jié)論:該路段壓實(shí)度合格。工程名稱:104國(guó)道甌海段大修工程 試驗(yàn)編號(hào):GLQ-YSD-0001委托單位甌海區(qū)公路養(yǎng)護(hù)工程公司試驗(yàn)規(guī)程JTJ059-95JTJ052-2000見(jiàn)證單位臺(tái)州恒誦監(jiān)理公司取樣日期2010-11-26

樣品描述無(wú)破損樣品名稱AC-20瀝青芯樣現(xiàn)場(chǎng)樁號(hào)左幅試驗(yàn)設(shè)備鉆芯機(jī)；天平工程部位路面，程試驗(yàn)日期2010-11-271.0000混合料種類(lèi) AC-20水密度(g/cm3) 壓實(shí)度設(shè)計(jì)值(%) 96 馬歇爾密度(g/cm3) 2.3380試件編號(hào)取樣位置層位試件厚度(mm)試件在空氣中質(zhì)里(g)試件在水中質(zhì)量⑹試件的表干質(zhì)量(g)試件密度(g/cm3)瀝青混合料標(biāo)準(zhǔn)密度(g/cm3)壓實(shí)度備注樁號(hào)橫距(m)23K1922+130下面層53950.3535.8955.82.2632.33896.824K1922+290下面層601052.4592.01058.42.2562.33896.525K1922+510下面層571023.5575.61028.52.2602.33896.726K1922+750下面層661185.8667.81189.32.2742.33897.327K1922+880下面層611048.2590.31052.72.2672.33897.028K1923+070下面層571021.8566.71025.52.2272.33895.329K1923+310下面層561000.7562.71006.42.2552.33896.430K1923+530下面層54958.3539.7962.82.2652.33896.931K1923+750下面層581035.8579.91038.82.2572.33896.532K1923+920下面層601059.5595.71065.22.2572.33896.533K1924+200下面層631128.8628.81133.72.2362.33895.634K1924+370下面層621116.8623.81119.12.2552.33896.435K1924+650下面層601072.7598.51075.82.2472.33896.136K1924+890下面層661185.8653.71189.22.2142.33894.7

37K1925+08下面層601075.1609.51079.32.2882.33897.938K1925+28下面層581035.8579.71038.82.2562.33896.539K1925+50下面層611091.3611.41096.52.2502.33896.240K1925+75下面層631124.8633.51128.62.2722.33897.241K1926+02下面層591055.4588.21058.22.2462.33896.142K1926+30下面層591052.8590.61056.82.2582.33896.6測(cè)點(diǎn)數(shù)平均值(%)標(biāo)準(zhǔn)差S(%)變異系數(shù)Cv(%)保證率(％)壓實(shí)度代表值(%)合格率(%)4296.40.7910.89596.495.2結(jié)論：該路段壓實(shí)度合格。主檢： 審核人： 批準(zhǔn)：瀝青路面壓實(shí)度試驗(yàn)(表干法)試驗(yàn)編工程名稱：104國(guó)道甌海段大修工程試驗(yàn)編號(hào):GLQ-YSD-0002委托單位甌海區(qū)公路養(yǎng)護(hù)工程公司試驗(yàn)規(guī)程JTJ059-95JTJ052-2000見(jiàn)證單位臺(tái)州恒誦監(jiān)理公司取樣日期2010-11-26樣品描述無(wú)破損樣品名稱AC-20瀝青芯樣現(xiàn)場(chǎng)樁號(hào)右幅試驗(yàn)設(shè)備鉆芯機(jī)；天平工程部位路面，程試驗(yàn)日期2010-11-27混合料種類(lèi)AC-20水密度(g/cm3)1.00000壓實(shí)度設(shè)計(jì)值(％)96馬歇爾密度(g/cm3)2.338試件取樣位置層位試件試件在試件在試件的試件密瀝青混壓實(shí)備注

編號(hào)樁號(hào)橫距(m)厚度(mm)空氣中質(zhì)里(g)水中質(zhì)量⑹表干質(zhì)量(g)度(g/cm3)合料標(biāo)準(zhǔn)密度(g/cm3)度1K1916+820下面層6010735602.51078.32.2562.33896.52K1916+400下面層611095.5614.81099.32.2612.33896.73K1916+600下面層651165.5651.71169.32.2522.33896.34K1916+900下面層631124.5627.51128.12.2462.33896.15K1917+100下面層581035.1575.91039.52.2332.33895.56K1917+280下面層601071.9602.41075.92.2642.33896.87K1918+450下面層55982.5553.9988.12.2632.33896.88K1918+660下面層591057.9590.41063.42.2372.33895.79K1918+900下面層571022.3574.81026.72.2622.33896.710K1919+300下面層53952.7534.6958.82.2462.33896.111K1919+500下面層561003.5563.11008.32.2542.33896.412K1919+700下面層601058.2586.31063.52.2182.33894.913K1919+920下面層611052.8591.91058.62.2562.33896.514K1920+200下面層641147.5648.71152.52.2802.33897.515K1920+380下面層581034.2579.91039.92.2482.33896.216K1920+620下面層53948.6535.7953.12.2732.33897.217K1920+800下面層601053.7589.81057.62.2522.33896.318K1921+020下面層591051.7588.81056.72.2482.33896.219K1921+250下面層621115.7621.81118.42.2472.33896.1

20K1921+550下面層631127.3634.81133.52.2602.33896.721K1921+720下面層571025.7578.41029.12.2762.33897.322K1921+920下面層55986.7552.8989.12.2622.33896.7測(cè)點(diǎn)數(shù)平均值(%)標(biāo)準(zhǔn)差S(%)變異系數(shù)Cv(%)保證率(％)壓實(shí)度代表值(%)合格率(%)4296.50.7390.89596.592.9結(jié)論：該路段壓實(shí)度合格。主檢： 審核人： 批準(zhǔn)：瀝青路面壓實(shí)度試驗(yàn)(表干法)試驗(yàn)編工程名稱：104國(guó)道甌海段大修工程試驗(yàn)編號(hào):GLQ-YSD-0002委托單位甌海區(qū)公路養(yǎng)護(hù)工程公司試驗(yàn)規(guī)程JTJ059-95JTJ052-2000見(jiàn)證單位臺(tái)州恒誦監(jiān)理公司取樣日期2010-11-26樣品描述無(wú)破損樣品名稱AC-20瀝青芯樣現(xiàn)場(chǎng)樁號(hào)左幅試驗(yàn)設(shè)備鉆芯機(jī)；天平工程部位路面，程試驗(yàn)日期2010-11-271.0000 c混合料種類(lèi) AC-20水密度(g/cm3) 壓實(shí)度設(shè)計(jì)值(%) 96 馬歇爾密度(g/cm3) 2.3380試件編號(hào)取樣位置層位試件厚度(mm)試件在空氣中質(zhì)里(g)試件在水中質(zhì)量⑹試件的表干質(zhì)量(g)試件密度(gc)m3瀝青混合料標(biāo)準(zhǔn)密度(g/cm3)壓實(shí)度備注樁號(hào)橫距(m)23K1922+10下面層611052.8593.41056.72.2722.33897.2

24K1922+280下面層621113.8622.81117.22.2532.33896.425K1922+500下面層661182.5665.61186.62.2692.33897.026K1922+730下面層581036.7578.21039.12.2492.33896.227K1922+910下面層631125.7632.81129.42.2672.33897.028K1923+050下面層601055.4593.11059.52.2632.33896.829K1923+300下面層601059.2596.71064.32.2652.33896.930K1923+520下面層601055.1598.31059.92.2862.33897.831K1923+790下面層571022.2572.61026.42.2532.33896.432K1923+950下面層601063.9600.11069.12.2682.33897.033K1924+210下面層53952.1536.6958.72.2562.33896.534K1924+390下面層55985.7544.2989.32.2152.33894.735K1924+630下面層601065.4601.31069.62.2752.33897.336K1934+880下面層601061.6597.91065.32.2712.33897.137K1925+090下面層621118.2626.41124.12.2472.33896.138K1925+290下面層621109.1622.71113.42.2602.33896.739K1925+510下面層631125.4634.81129.72.2742.33897.340K1925+780下面層641148.7648.31152.82.2772.33897.441K1926+030下面層581032.9567.31036.62.2012.33894.142K1926+320下面層591052.5590.11057.62.2512.33896.3測(cè)點(diǎn)數(shù)平均值(%)標(biāo)準(zhǔn)差S(%)變異系數(shù)Cv(%)保證率(％)壓實(shí)度代表值(%)合格率(％)4296.50.7390.89596.592.9

結(jié)論：該路段壓實(shí)度合格。結(jié)論：該路段壓實(shí)度合格。主檢：審核人： 批準(zhǔn)：瀝青路面壓實(shí)度試驗(yàn)(表干法)試驗(yàn)編工程名稱:104國(guó)道甌海段大修工程試驗(yàn)編號(hào):GLQ-YSD-0003委托單位甌海區(qū)公路養(yǎng)護(hù)工程公司試驗(yàn)規(guī)程JTJ059-95JTJ052-2000見(jiàn)證單位臺(tái)州恒誦監(jiān)理公司取樣日期2010-11-26樣品描述無(wú)破損樣品名稱AC-13瀝青芯樣現(xiàn)場(chǎng)樁號(hào)左幅試驗(yàn)設(shè)備鉆芯機(jī)；天平工程部位路面，程試驗(yàn)日期2010-11-271.0000混合料種類(lèi) AC-13水密度(g/cm3) 壓實(shí)度設(shè)計(jì)值(%) 98馬歇爾密度(g/cm3) 2.3000試件編號(hào)取樣位置層位試件厚度(mm)試件在空氣中質(zhì)里(g)試件在水中質(zhì)量⑹試件的表干質(zhì)量(g)試件密度(g/cm3)瀝青混合料標(biāo)準(zhǔn)密度(g/cm3)壓實(shí)度備注樁號(hào)橫距(m)1K1916+800上面層42739.2416.5743.12.2632.30098.42K1916+380上面層40705.1398.7708.12.2792.30099.13K1916+600上面層40701.2395.8705.52.2642.30098.44K1916+850上面層40709.8392.8713.32.2152.30096.35K1917+060上面層38668.3379.6673.72.2722.30098.86K1917+290上面層39689.1381.7693.62.2092.30096.07K1918+350上面層711248.3702.51253.42.2662.30098.5

8K1918+420上面層42733.8416.8736.22.2972.30099.99K1918+630上面層45792.8444.2796.12.2532.30098.010K1918+870上面層44775.2428.8779.32.2122.30096.211K1919+110上面層721266.2711.51269.32.2702.30098.712K1919+290上面層41721.8406.2725.52.2612.30098.313K1915+510上面層38666.1378.1669.92.2832.30099.314K1919+800上面層39682.5385.9686.12.2732.30098.815K1919+910上面層39688.5389.2692.32.2722.30098.816K1920+140上面層691213.0677.21217.52.2452.30097.617K1920+190上面層40705.4396.8709.42.2572.30098.118K1920+380上面層40707.1399.5712.12.2622.30098.319K1920+600上面層39686.5389.3692.42.2652.30098.520K1920+670上面層39691.2391.4696.82.2632.30098.421K1920+770上面層39690.8393.5695.22.2902.30099.622K1921+010上面層43753.7425.5757.52.2702.30098.7變異系數(shù)C測(cè)%微 平均值(％)標(biāo)準(zhǔn)差S(%) 保證率(％) 壓實(shí)度代表值 合格率(％)54 98.6 0.949 1.0 90 (%) 98.6 90.7結(jié)論：該路段壓實(shí)度合格。主檢:審核人: 批準(zhǔn):瀝青路面壓實(shí)度試驗(yàn)(表干法)試驗(yàn)編工程名稱：104國(guó)道甌海段大修工程號(hào):GLQ-YSD-0003試驗(yàn)編委托單位甌海區(qū)公路養(yǎng)護(hù)工程公司試驗(yàn)規(guī)程JTJ059-95JTJ052-2000見(jiàn)證單位臺(tái)州恒誦監(jiān)理公司取樣日期2010-11-26樣品描述無(wú)破損樣品名稱AC-13瀝青芯樣現(xiàn)場(chǎng)樁號(hào)左幅試驗(yàn)設(shè)備鉆芯機(jī)；天平工程部位路面，程試驗(yàn)日期2010-11-271.0000 c混合料種類(lèi) AC-13水密度(g/cm3) 壓實(shí)度設(shè)計(jì)值(%) 98 馬歇爾密度(g/cm3) 2.3000試件編號(hào)取樣位置層位試件厚度(mm)試件在空氣中質(zhì)里(g)試件在水中質(zhì)量⑹試件的表干質(zhì)量(g)試件密度(g/cm3)瀝青混合料標(biāo)準(zhǔn)密度(g/cm3)壓實(shí)度備注樁號(hào)橫距(m)23K1921+220上面層41723.4405.2725.82.2562.30098.124K1921+460上面層721263.9712.81268.82.2732.30098.825K1921+510上面層40702.9398.1706.62.2782.30099.026K1921+730上面層40705.5399.5708.82.2812.30099.227K1921+910上面層43752.6426.6758.12.2702.30098.728K1922+020上面層43760.9429.2764.32.2712.30098.729K1922+130上面層43749.5425.7752.22.2962.30099.830K1922+290上面層41725.1409.6729.32.2682.30098.631K1922+420上面層721250.2710.21255.22.2942.30099.732K1922+510上面層40706.3396.2709.12.2572.30098.133K1922+750上面層42742.9422.1746.62.2892.30099.534K1922+880上面層41726.5410.5729.92.2752.30098.9

35K1923+070上面層41719.5408.8723.32.2882.30099.536K1923+170上面層721255.8712.61260.62.2922.30099.737K1923+310上面層43748.8426.6753.52.2912.30099.638K1923+530上面層41719.5408.2723.42.2832.30099.339K1923+660上面層661160.3652.31163.82.2682.30098.640K1923+750上面層43748.2425.3752.92.2842.30099.341K1923+920上面層42741.8410.6746.22.2102.30096.142K1924+200上面層40703.7396.1706.32.2692.30098..743K1924+370上面層42742.8414.5746.62.2372.30097.344K1924+650上面層42738.2416.9742.82.2652.30098.5測(cè)點(diǎn)數(shù)平均值(%)標(biāo)準(zhǔn)差S(%)變異系數(shù)Cv(%)保證率(％)壓實(shí)度代表值(%)合格率(%)5498.60.9491.09098.690.7結(jié)論：該路段壓實(shí)度合格。主檢： 審核人： 批準(zhǔn)：瀝青路面壓實(shí)度試驗(yàn)(表干法)試驗(yàn)編工程名稱：104國(guó)道甌海段大修工程試驗(yàn)編號(hào):GLQ-YSD-0003委托單位 甌海區(qū)公路養(yǎng)護(hù)工程公司試驗(yàn)規(guī)程 委托單位 甌海區(qū)公路養(yǎng)護(hù)工程公司試驗(yàn)規(guī)程 JTJ059-95JTJ052-2000見(jiàn)證單位 臺(tái)州恒誦監(jiān)理公司取樣日期見(jiàn)證單位 臺(tái)州恒誦監(jiān)理公司取樣日期2010-11-26樣品描述 無(wú)破損現(xiàn)場(chǎng)樁號(hào) 左幅樣品描述 無(wú)破損現(xiàn)場(chǎng)樁號(hào) 左幅樣品名稱 AC-13瀝青芯樣試驗(yàn)設(shè)備 鉆芯機(jī)；天平

工程部位路面，程試驗(yàn)日期2010-11-27

1.0000c混合料種類(lèi) 1.0000c混合料種類(lèi) AC-13水密度(g/cm3) 壓實(shí)度設(shè)計(jì)值(%) 98 馬歇爾密度(g/cm3) 2.300測(cè)點(diǎn)數(shù)平均值(%)標(biāo)準(zhǔn)差S(%)變異系數(shù)Cv(%)保證率(％)壓實(shí)度代表值(%)合格率(%)5498.60.9491.09098.690.7結(jié)論：該路段壓實(shí)度合格。檢： 審核人： 批 準(zhǔn)瀝青路面壓實(shí)度試驗(yàn)(表干法)試驗(yàn)編工程名稱：104國(guó)道甌海段大修工程試驗(yàn)編號(hào):GLQ-YSD-0004委托單位甌海區(qū)公路養(yǎng)護(hù)工程公司試驗(yàn)規(guī)程JTJ059-95JTJ052-2000見(jiàn)證單位臺(tái)州恒誦監(jiān)理公司取樣日期2010-11-26樣品描述無(wú)破損樣品名稱AC-13瀝青芯樣現(xiàn)場(chǎng)樁號(hào)右幅試驗(yàn)設(shè)備鉆芯機(jī)；天平工程部位路面，程試驗(yàn)日期2010-11-271.0000?混合料種類(lèi) AC-13水密度(g/cm3) 壓實(shí)度設(shè)計(jì)值(%) 98 馬歇爾密度(g/cm3) 2.3000試件編號(hào)取樣位置層位試件厚度(mm)試件在空氣中質(zhì)里(g)試件在水中質(zhì)量⑹試件的表干質(zhì)量(g)試件密度(g/cm3)瀝青混合料標(biāo)準(zhǔn)密度(g/cm3)壓實(shí)度備注樁號(hào)橫距(m)1K1916+820上面層40705.2396.5708.82.2582.30098.22K1916+400上面層42740.1418.5745.22.2652.30098.53K1916+600上面層43752.9426.5756.12.2842.30099.34K1916+900上面層40701.9395.4706.22.2582.30098.2

5K1917+100上面層40698.5392.9702.22.2582.30098.26K1917+280上面層40706.1396.2709.32.2552.30098.07K1918+340上面層731293.5727.51298.22.2672.30098.68K1918+450上面層43755.1424.2759.12.2552.30098.09K1918+660上面層40703.5396.2706.52.2672.30098.610K1918+900上面層37649.2366.2653.22.2622.30098.311K1919+140上面層39688.5382.1692.82.2162.30096.312K1919+300上面層39673.4380.8677.92.2672.30098.613K1919+500上面層38668.5378.2672.22.2742.30098.914K1919+700上面層37651.7366.7654.12.2682.30098.615K1919+920上面層40701.5390.6704.82.2332.30097.116K1920+120上面層731273.8710.41276.62.2502.30097.817K1920+200上面層41721.1405.8723.12.2732.30098.818K1920+380上面層41719.7406.1722.52.2752.30098.919K1920+620上面層41723.3405.8726.22.2572.30098.120K1920+640上面層681192.8673.01196.72.2782.30099.021K1920+800上面層40706.8396.9709.22.2632.30098.422K1921+020上面層38665.4378.2669.32.2862.30099.4壓實(shí)度代表測(cè)點(diǎn)數(shù) 平均值(％) 標(biāo)準(zhǔn)差S(%) 變異系數(shù)Cv(%) 保證率(％)合格率(％)5398.30.8400.99098.392.5(%)合格率(％)5398.30.8400.99098.392.5結(jié)論：該路段壓實(shí)度合格。主檢:批準(zhǔn):審核人:

批準(zhǔn):瀝青路面壓實(shí)度試驗(yàn)(表干法)試驗(yàn)編工程名稱：104國(guó)道甌海段大修工程試驗(yàn)編號(hào):GLQ-YSD-0004委托單位甌海區(qū)公路養(yǎng)護(hù)工程公司試驗(yàn)規(guī)程JTJ059-95JTJ052-2000見(jiàn)證單位臺(tái)州恒誦監(jiān)理公司取樣日期2010-11-26樣品描述無(wú)破損樣品名稱AC-13瀝青芯樣現(xiàn)場(chǎng)樁號(hào)右幅試驗(yàn)設(shè)備鉆芯機(jī)；天平工程部位路面，程試驗(yàn)日期2010-11-271.0000 c混合料種類(lèi) AC-13水密度(g/cm3) 壓實(shí)度設(shè)計(jì)值(%) 98 馬歇爾密度(g/cm3) 2.3000試件編號(hào)取樣位置層位試件厚度(mm)試件在空氣中質(zhì)里(g)試件在水中質(zhì)量⑹試件的表干質(zhì)量(g)試件密度(g/cm3)瀝青混合料標(biāo)準(zhǔn)密度(g/cm3)壓實(shí)度備注樁號(hào)橫距(m)23K1921+252上面層38663.7374.8666.12.2782.30099.024K1921+440上面層721255.2710.41258.82.2892.30099.525K1921+550上面層40705.8397.5708.12.2722.30098.826K1921+720上面層40698.5394.1702.22.2672.30098.627K1921+920上面層40712.5400.8716.62.2562.30098.128K1921+990上面層691213.8683.51216.52.2772.30099.029K1922+100上面層39682.5388.5686.42.2912.30099.630K1922+280上面層42737.8412.8740.32.2532.30098.031K1922+410上面層701205.4675.71208.82.2612.30098.3

(%)測(cè)點(diǎn)數(shù)平均值(測(cè)點(diǎn)數(shù)平均值(％) 標(biāo)準(zhǔn)差S(%) 變異系數(shù)Cv(%) 保證率(％)壓實(shí)度代表值合格率(％)32K1922+500上面層40704.4388.8708.22.2052.30095.933K1922+730上面層40711.1400.9714.12.2702.30098.734K1922+910上面層40702.9396.5706.62.2672.30098.635K1923+050上面層41724.1400.6728.82.2062.30095.936K1923+150上面層681184.2670.5