集料试验全套全自动正反算程序

1、附录12-3检测（验）记录目录第1页 共2页序号报告编号记录 表 名 称五集料YTGJ试JL-1混凝土用粗集料试验报告表 (相对密度、堆积密度、含泥量、针片状含量、吸水率、筛分）YTGJ试JL-2压碎（指标）值试验报告YTGJ试JL-3石料洛杉矶磨耗试验报告YTGJ试JL-4针片状含量试验报告YTGJ试JL-5粗集料坚固性试验报告YTGJ试JL-6路面用粗集料试验报告 （相对密度、表观密度、含泥量、针片状、泥块含量、含水率）YTGJ试JL-7粗集料软弱颗粒试验YTGJ试JL-8路面用粗集料干筛法筛分试验报告YTGJ试JL-9路面用粗集料水筛法筛分试验报告YTGJ试JL-10细集料试验报告表 （

2、表观密度、堆积密度、含泥量、泥块含量、吸水率、筛分）YTGJ试JL-11细集料坚固性试验报告 YTGJ试JL-12细集料压碎指标试验报告YTGJ试JL-13细集料砂当量报告YTGJ试JL-14路面用细集料试验报告 （相对密度、表观密度、含泥量、针片状、泥含量、吸水率）附录12-3检测（验）记录目录第2页 共2页序号报告编号记录 表 名 称YTGJ试JL-15集料云母含量试验YTGJ试JL-16集料筛分及掺配检验YTGJ试JL-17路面用细集料筛分试验报告YTGJ试JL-18路面用细集料试验报告表YTGJ试JL-19细集料亚甲蓝试验报告YTGJ试JL-20细集料轻物质含量试验报告YTGJ试JL-

3、21沥青面层用混合料筛分试验报告YTGJ试JL-22矿粉筛分试验报告YTGJ试JL-23矿粉密度试验报告YTGJ试JL-24矿粉亲水系数试验报告YTGJ试JL-25矿粉加热安定性试验报告YTGJ试JL-26矿粉塑性指数试验报告YTGJ试JL-27路面基层、底基层集料筛分试验报告YTGJ试JL-28路面基层集料筛分掺配试验报告YTGJ试JL-29路面底基层集料筛分掺配试验报告大大铝铝盒盒小小铝铝盒盒大大筒筒小小筒筒拿号盒重拿号盒重筒号筒重筒号筒重0.5914190.1 0.5866121.68 0.01671440511882 0.62450.08592920.2312221.430.76030

4、.53013870.9419321.760.06080.1889492.9 0.7077421.670.24840.278598.1 0.1788521.290.44360.2286691.3 0.7451622.030.70140.0944792.9 0.9113721.670.48360.5661893.8 0.4746822.080.76750.7164993.1 0.6506921.20.00880.815310880.59321022.010.95890.68021192.3 0.29641121.540.47460.42081289.8 0.68621221.970.72960.0

5、9381394.60.5871321.610.88430.38231493.1 0.84241421.730.83910.59871594.5 0.58621521.780.97360.42541691.8 0.06531621.80.2390.72251793.2 0.50921721.490.30930.815218930.94131821.670.20710.22681992.8 0.58611921.630.29370.925220140.2 0.89872021.160.74020.82542122.30.25560.28312221.610.03190.07372322.120.7

6、8610.46992421.520.13450.45132521.860.56250.74022621.410.72120.74382721.480.79040.15192821.760.17770.48932922.140.13980.79763022.090.94690.49483121.930.62830.37673221.560.34440.5873321.260.12460.15223422.020.51920.14553522.110.31170.36233621.580.7260.46983721.820.07480.1763821.510.68740.88793921.530.

7、8520.7274021.80.95010.450.75540.59380.77880.19740.95070.31680.02830.90630.72710.33730.42330.5790.33010.32380.47680.95240.77370.22210.19660.31880.59890.51570.89680.81180.45680.62450.87190.23760.58420.51970.2240.26910.34390.4790.84320.55760.71090.01830.14030.85330.41830.64260.62050.66280.83820.52730.3

8、2070.11690.92330.60950.7580.33380.57030.82350.67620.22830.88340.91150.0145CBRCBR试试件件筒筒环环刀刀土土粒粒比比重重瓶瓶土土粒粒比比重重瓶瓶筒号筒重环刀号 环刀重瓶号瓶重瓶水总质量瓶号瓶重瓶水总质量14405 0.62461117.2 0.0116146.9261.92 0.7038146.9261.9224406 0.56932118.4 0.3544244.5359.53 0.6789244.5359.5334407 0.98793120.8 0.5862346.4661.46 0.9027346.4661.4

9、644408 0.95164114.9 0.7985445.1860.18 0.9408445.1860.18544090.935120.6 0.1502546.9461.94 0.5675546.9461.9464410 0.75656118.1 0.6446647.3662.36 0.7139647.3662.3674411 0.30077119.1 0.6423746.4261.420.89746.4261.4284412 0.14678118.2 0.1793846.0461.04 0.1846846.0461.0494413 0.62979179.7 0.5397945.7260.7

10、2 0.2741945.7260.72104414 0.278110178.2 0.20821045.2660.26 0.24251045.2660.26114415 0.395411179.4 0.39621144.8459.84 0.86281144.8459.84124416 0.254212139.60.1441243.7158.710.211243.7158.71134417 0.365213159.9 0.31171342.7357.73 0.26491342.7357.731444180.55114170.20.5681443.5658.56 0.23061443.5658.56

11、154419 0.890915154.0 0.35921544.4459.44 0.60521544.4459.44164420 0.388616143.8 0.33731642.2757.27 0.14561642.2757.27174421 0.453917167.0 0.91381747.8862.88 0.79321747.8862.88184422 0.338318185.3 0.74851851.0966.09 0.41271851.0966.091944230.27819142.3 0.85321951.8866.88 0.27721951.8866.88204424 0.477

12、320148.5 0.97782046.8461.84 0.01462046.8461.84214425 0.707621168.7 0.94322146.8261.82 0.11412146.8261.822244260.24922161.3 0.54082246.9261.92 0.08642246.9261.92234427 0.076123117.2 0.82952344.5359.53 0.91672344.5359.53244428 0.843124118.4 0.76662446.4661.46 0.58012446.4661.46254429 0.076725120.8 0.6

13、9622545.1860.18 0.09462545.1860.18264430 0.827226114.9 0.06622646.9461.94 0.50572646.9461.94274431 0.499427120.6 0.14762747.3662.36 0.09582747.3662.36284432 0.397528118.1 0.29682846.4261.42 0.00652846.4261.42294433 0.769229119.1 0.28412946.0461.04 0.50792946.0461.04304434 0.372730118.2 0.37143045.72

14、60.72 0.62793045.7260.72314435 0.994631179.7 0.31883145.2660.26 0.07693145.2660.26324436 0.842132178.2 0.33933244.8459.840.4523244.8459.84334437 0.204833179.4 0.48553343.7158.71 0.94633343.7158.71344438 0.212834139.6 0.78393442.7357.73 0.69473442.7357.73354439 0.187535159.9 0.42493543.5658.56 0.7396

15、3543.5658.56364440 0.627736170.2 0.08753644.4459.44 0.78823644.4459.44374441 0.650437154.0 0.36993742.2757.27 0.05153742.2757.27384442 0.653638143.8 0.53893847.8862.88 0.86943847.8862.88394443 0.238339167.0 0.38483951.0966.09 0.94843951.0966.09404444 0.156140185.3 0.20344051.8866.88 0.18364051.8866.

16、88414445 0.411441142.3 0.40044146.8461.840.324146.8461.84424446 0.073242148.5 0.73044246.8261.82 0.08444246.8261.82434447 0.601243168.7 0.04194346.9261.92 0.03834346.9261.92444448 0.069844161.3 0.41044444.5359.530.5574444.5359.53454449 0.272845117.2 0.82564546.4661.46 0.78284546.4661.46464450 0.4561

17、46118.4 0.45684645.1860.18 0.41164645.1860.18474451 0.883347120.8 0.16924746.9461.94 0.89484746.9461.94484452 0.378748114.90.8434847.3662.360.0864847.3662.36494453 0.929849120.6 0.69094946.4261.42 0.28664946.4261.425044540.16850118.1 0.30835046.0461.04 0.28535046.0461.04514455 0.496751119.1 0.375251

18、45.7260.72 0.46625145.7260.72524456 0.678352118.20.5665245.2660.26 0.16075245.2660.26534457 0.093953179.7 0.34625344.8459.84 0.80615344.8459.84544458 0.149554178.20.7945443.7158.710.685443.7158.71554459 0.153255179.4 0.29515542.7357.73 0.50495542.7357.73564460 0.743456139.6 0.66735643.5658.560.19456

19、43.5658.56574461 0.547157159.9 0.98045744.4459.440.9845744.4459.445844620.18158170.2 0.90365842.2757.27 0.87155842.2757.27594463 0.670659154.0 0.28735947.8862.880.6475947.8862.88604464 0.991660143.8 0.03246051.0966.09 0.71336051.0966.09614465 0.404861167.0 0.36116151.8866.88 0.02186151.8866.88624466

20、 0.419462185.3 0.02966246.8461.84 0.93046246.8461.84634467 0.354963142.3 0.36566346.8261.82 0.35576346.8261.82644468 0.097164148.5 0.39236446.9261.92 0.73336446.9261.92654469 0.449865168.7 0.32276544.5359.53 0.63646544.5359.53664470 0.743966161.30.9066646.4661.46 0.60826646.4661.46674471 0.015267117

21、.20.0376745.1860.180.3816745.1860.18684472 0.249268118.4 0.61546846.9461.94 0.22856846.9461.94694473 0.999769120.8 0.16626947.3662.36 0.73776947.3662.36704474 0.512770114.9 0.63597046.4261.42 0.49097046.4261.42714475 0.798671120.6 0.37897146.0461.04 0.53427146.0461.04724476 0.631772118.1 0.46427245.

22、7260.720.6037245.7260.72734477 0.638773119.10.7757345.2660.26 0.66427345.2660.26744478 0.871674118.2 0.05617444.8459.84 0.91957444.8459.84754479 0.669675179.7 0.57357543.7158.71 0.50797543.7158.717644800.92376178.2 0.18137642.7357.730.9037642.7357.73774481 0.186377179.4 0.60787743.5658.56 0.31597743

23、.5658.56784482 0.594878139.6 0.99737844.4459.44 0.79597844.4459.44794483 0.271779159.9 0.98467942.2757.27 0.11897942.2757.27804484 0.459880170.2 0.13168047.8862.88 0.13088047.8862.88814485 0.722881154.0 0.07968151.0966.09 0.61388151.0966.09824486 0.976882143.8 0.67788251.8866.88 0.35528251.8866.8883

24、4487 0.204783167.0 0.07628346.8461.84 0.59718346.8461.848444880.12884185.3 0.17418446.8261.82 0.22948446.8261.82854489 0.447785142.3 0.79598546.9261.92 0.83818546.9261.92864490 0.548386148.5 0.43128644.5359.53 0.46228644.5359.53874491 0.129387168.70.5488746.4661.46 0.15058746.4661.46884492 0.4825881

25、61.3 0.24268845.1860.18 0.85638845.1860.18894493 0.611989117.2 0.05318946.9461.94 0.34758946.9461.94904494 0.031790118.4 0.70529047.3662.36 0.19749047.3662.36914495 0.016191120.8 0.78049146.4261.420.6919146.4261.42924496 0.119492114.9 0.58959246.0461.04 0.07089246.0461.04934497 0.274693120.6 0.14979

26、345.7260.72 0.55339345.7260.72944498 0.909494118.1 0.88979445.2660.26 0.46839445.2660.26954499 0.742595119.1 0.38039544.8459.840.3229544.8459.84964500 0.056296118.2 0.02999643.7158.71 0.29299643.7158.71974501 0.125697179.7 0.76469742.7357.730.5549742.7357.73984502 0.319998178.2 0.93559843.5658.56 0.

27、88449843.5658.56994503 0.504599179.4 0.72299944.4459.44 0.92699944.4459.441004504 0.5768100139.6 0.592710042.2757.27 0.542710042.2757.27不不同同温温度度水水的的密密度度及及水水温温修修正正系系数数水温水的密度水温修正系数0.9375150.9991 0.0020.1412160.9990.0030.1467170.9988 0.0030.0574180.9986 0.0040.3965190.9984 0.0040.6327200.9982 0.0050.87

28、29210.9980.0050.526220.9978 0.0060.3201230.9976 0.0060.4739240.9973 0.0070.2967250.9970.007混凝土用粗集料试验报告 YTGJ试JL-1委托单位报告编号 工程名称报告日期取样地点依据标准表观密度试样质量(g)吊篮在水中质量(g)吊篮及试样在水中质量(g)水温修正系数表观密度(g/cm)平均(g/cm)2044.201294.00.0062.7192.7232064.401309.10.0062.727堆积密度筒试样总质量（Kg）筒质量（Kg）试样质量（Kg）容 积（L）堆积密度（t/m）平均（t/m）25.

29、8132.38323.43015.011.561.5625.5862.38323.20315.011.55含泥量 洗前试样干质量（g）洗后试样干质量(g)含泥量（%）平均（%）10078100260.50.6(0.075mm)10068100110.6针片状试样总质量（g）针片状颗粒质量（g）针片状含量（%）平均（%）10049629.76.36.310054623.46.2小于4.75颗粒含量（%）6.2空隙率%42.7吸水率（%）0.7试验总质量(g) 5000筛孔筛余质量分计筛余累计筛余平均（g）（%）（%）（mm）121212（%）37.50.00.00.00.00.00.00.031

30、.5145.6145.62.92.92.92.92.9191406.81406.828.228.231.131.131.19.52255.72255.745.245.276.376.376.34.75874.3874.317.517.593.893.893.82.36310.8310.86.26.2100.0 100.0 100.0底0.60.60.00.0100.0 100.0 100.0备注：检测单位(盖章) 批准： 审核： 试验： 见证人：37.531.5199.54.752.361009080706050403020100筛孔孔径mm级配曲线图累计筛余%压碎指标试验报告YSJC试JL-

31、2委托单位报告编号工程名称报告日期取样地点依据标准试样编号试验次数碎石重量（g）压碎指标备 注试样重量(m0)压碎后筛余质量(m1)Q=(mo-m1)mo100%平均（%）Y=0.816X-5112912221324.022.613.422912228921.432912226322.3说明检测单位(盖章) 批准： 审核： 试验： 见证人：路面用粗集料试验报告YTGJ试JL-3委托单位报告编号工程名称报告日期取样地点依据标准表观密度试样质量(g)吊篮在水中质量(g)吊篮及试样在水中质量(g)试样表干质量(g)水温修正系数表观密度(g/cm)平均(g/cm)毛体积密度(g/cm)平均(g/cm)

32、2066.10.01297.22094.60.0062.6812.6892.5852.5812024.00.01275.22058.90.0062.6972.577堆积密度容量筒与试样的总质量(kg)容量筒的质量(kg)容量筒的容积(L)堆积密度(t/m)平均(t/m)25.5942.38315.0101.551.5525.7102.38315.0101.55含泥量(0.075mm)洗前试样干质量(g)洗后试样干质量(g)含泥量(%)平 均(%)10089100700.20.31000899820.3针片状含量试样总质量(g)针片状颗粒质量(g)针片状含量(%)平 均(%)10046666.9

33、6.66.610065666.26.6泥块含量试验前留于4.75mm筛上试样干质量(g)试验后试样干质量(g)泥块含量(%)平均(%)1009810087.90.10.110037100270.1含水率烘干前试样与容器质量(g)烘干后试样与容器质量(g)容器质量（g）含水率(%)平均(%)2140.41954.595.00.10.12162.71974.795.00.1备注1. 粒径范围：531.52.当集料用于沥青混合料时,堆积密度为捣实密度。3.当集料用于沥青混合料时,捣实状态下粗集料骨架间隙率VCADRC=0.4检测单位(签章): 批准： 审核: 试验: 见证人:路面用粗集料水筛法筛分报

34、告YTGJ试JL-4委托单位依据标准报告编号工程名称集料产地报告日期试样质量(g)= 5000.0= 5000.0配合比筛孔尺寸()筛余质量(g)分计筛余(%)累计筛余(%)通过百分率(%)标准级配平均31.50.00.00.00.00.00.0100.0100.0100.010026.5283.0755.55.715.15.715.194.384.989.610080 6.45 5.11 4.72 4.37 3.48 2.75 2.02 1.08 0.8 0.31 筛孔对数19603.672.712.11.517.816.682.283.482.887566337.531.5 26.5 16

35、9.5 4.75 1.18 0.6 0.08筛孔161603.01861.332.137.249.953.850.146.248.26030100 10090 71.5 4532 21.5 12.55中13.21124.9825.922.516.572.470.327.629.728.74618100 100876046332010上9.5184.9340.43.76.876.177.123.922.923.43310100 100805630181050下4.75517.5505.810.410.186.587.213.512.813.2205#100.089.6 82.8 48.2 28.

36、7 23.4 13.2 2.51单粒级配(%)2.36552.8512.111.110.297.697.42.42.62.510021.1830.64100最大密度筛底m底0000000000显示筛孔干燥试样总质量m3(g)洗后筛上总量m4(g)洗后0.075筛下量m0.075(g)0.075通过率P0.075(%)干筛后总量mi(g)损耗m5(g)损耗率(%)扣除损耗后总量(g)平均5000.05000.04871.84876.4128.2123.62.62.52.64869.74873.72.12.70.040.064997.94997.3试验： 计算： 复核：实实际际数数据据输输入入区区

37、公公共共数数据据输输入入区区筛孔 尺寸()筛余质量(g)分计筛余(%)筛孔尺寸()筛余质量(g)合同段4承包单位云南建工路桥有限公司31.50.00.00.00.031.5=500026.5283.0755.55.815.226.5=500016603.672.712.21.616筛筛孔孔上上限限下下限限中中值值9.51603.01861.332.237.39.531.5100100100.0100.04.751124.9825.922.616.74.7526.51008090.090.01.18184.9340.43.86.91.1816875671.571.50.6517.5505.810

38、.510.20.69.5603045.045.00.075552.8512.111.210.40.0754.75461832.032.0筛底m底128.2123.6筛底m底1.18331021.521.5洗后筛上总量m4(g)0.620512.512.50.0751005.05.0洗后0.075筛下量m0.075(g)累计筛余(%)通过百分率(%)上限下限上下取中0.00.0100.0100.010010005.815.294.284.8100803.517.916.882.183.28756250.154.149.945.96030872.770.727.329.346187.576.577

39、.723.522.33310587.087.913.012.12052.598.198.31.91.71000细集料试验报告YTGJ试JL-5委托单位报告编号工程名称报告日期料场地点依据标准表观密度砂质量(g)瓶水质量(g)瓶水砂质量(g)水温修正系数表观密度(g/cm)平均(g/cm)2972904730.0042.6012.6002942904710.0042.598堆积密度筒砂总质量(g)筒质量(g)砂质量(g)容积(mL)堆积密度(g/cm)平均(g/cm)41861000318620001.5931.59541921000319220001.596含泥量（0.075mm）洗前干砂质量

40、(g)洗后干砂质量(g)含泥量(%)平均(%)408.0405.10.70.9402.0398.01泥块含量试验前1.18mm筛上试样干砂质量(g) 试验后试样干质量（g）泥块含量（）平均(%)200199.20.40.4200199.20.4云母含量（）吸水率(%)试验质量(g)=1000=1000筛孔(mm)筛余质量(g)分计筛余%累计筛余%平均9.500000.00.00.04.751410111.41.01.22.36148117151216.212.714.51.18129297133029.142.435.80.6323209322161.463.362.40.3133119131

41、274.775.275.00.15209185211995.693.794.70.07537404499.397.798.5细度模数Mx1=2.74细度模数Mx2=3.84平均Mx=2.79属于中砂说明：检测单位(盖章) 批准： 审核： 试验： 见证人：级 配 曲 线4.752.361.180.60.30.15020406080100100806040200筛孔孔径(mm)级配曲线图通过百分率(%)累计筛余百分率(%)细集料压碎指标试验报告YTGJ试JL-6委托单位报告编号工程名称 报告日期取样地点 依据标准筛孔粒径范围(mm)试验次数试样总质量(g)m0压碎后筛余质量(g)m1试样通过量(g

42、)m2第i级细集料的压碎指标(%)第i级细集料的平均压碎指标(%)最大压碎指标(%)4.752.361330329.642.911.511.113.42330329.637.010.13330328.443.211.62.361.181330329.537.010.111.52330329.247.212.53330329.744.912.01.180.61330329.444.211.813.42330329.448.212.83330329.560.715.60.60.31330329.545.212.113.32330329.841.311.13330328.165.716.7备 注检测

43、单位(盖章) 批准： 审核： 试验： 见证人：编编辑辑数数据据输输入入混凝土强度30.0实实际际数数据据输输入入筛孔粒径范围(mm)试验次数 试样总质量(g)m0压碎后筛余质量(g)m1试样通过量(g)m24.752.361232.361.181231.180.61230.60.3123筛孔粒径范围(mm)试验次数 试样总质量(g)m0压碎后筛余质量(g)m1试样通过量(g)m2第i级细集料的压碎指标(%)第i级细集料的平均压碎指标(%)最大压碎指标(%)4.752.361330329.642.913.012.415.52330329.637.011.23330328.443.213.12.3

44、61.181330329.537.011.213.02330329.247.214.33330329.744.913.61.180.61330329.444.213.415.52330329.448.214.63330329.560.718.40.60.31330329.545.213.715.42330329.841.312.53330328.165.719.9细集料砂当量报告YTGJ试JL-7委托单位报告编号工程名称报告日期取样地点依据标准序号试样含水率w(%)试样干质量m1(g)试样湿质量m2(g)试筒内温度T()试筒中絮凝物和沉淀物的总高度h1(mm)试筒中用活塞测定的沉淀物高度h2(

45、mm)砂当量SE=100h2/h1（%）砂当量平均值（%）13.2120123.82111384747723120123.6201128879结论：检测单位(盖章) 批准： 审核： 试验： 见证人：实实际际数数据据输输入入序号试样含水率w(%)试样干质量m1(g)试样湿质量m2(g)试筒内温度T()试筒中絮凝物和沉淀物的总高度h1(mm)试筒中用活塞测定的沉淀物高度h2(mm)12编编辑辑区区序号试样含水率w(%)试样干质量m1(g)试样湿质量m2(g)试筒内温度T()试筒中絮凝物和沉淀物的总高度h1(mm)试筒中用活塞测定的沉淀物高度h2(mm)砂当量SE=100h2/h1（%）13.212

46、0123.821113847423120123.6201128879路面用细集料试验报告YTGJ试JL-8委托单位报告编号工程名称报告日期取样地点依据标准表观密度试样烘干重(g)水及容量瓶重(g)试样、水及容量瓶总重(g)水温修正系数表观密度(g/cm)平均(g/cm)309.0290.0483.00.0042.6602.665302.0291.0480.00.0042.669堆积密度容量筒和堆积密度砂总质量(g)容量筒的质量(g) 容量筒的容积(mL)松方密度(g/cm)平均(g/cm)3948.01000.02000.01.4741.4753950.01000.02000.01.475紧装

47、密度容量筒和紧装密度砂总质量(g)容量筒的质量(g) 容量筒的容积(mL)紧装密度(g/cm)平均(%)4108.01000.02000.01.5541.5544108.01000.02000.01.554泥块含量试验前留于1.18mm筛上试样干重(g)试验后试样干重(g)泥块含量(%)平均(%)200199.60.20.3200199.20.4砂当量试样湿重（g）试样含水率（%）絮凝物和沉淀物总高度h1（mm）活塞测定沉淀物高度h2(mm)砂当量(%)平均（%）123.42.8111.078.07072123.83.2114.083.073含水率烘干前试样与容器重 (g)烘干后试样与容器重(

48、g)容器重（g）含水率(%)平均(%)576.5566.249.02.02.0562.5552.949.01.9备注1.水温 19 ， 粒径范围：2.364.75 。2.砂的空隙率= 41.7 % 。 检测单位(盖章) 批准： 审核： 试验： 见证人：公公共共数数据据输输入入区区实实际际数数据据输输入入区区试验温度粒径范围表观密度试样烘干重(g)水及容量瓶重(g)试样、水及容量瓶总重(g)192.364.75堆积密度容量筒和堆积密度砂总质量(g)容量筒的质量 (g) 容量筒的容积(mL)紧装密度容量筒和紧装密度砂总质量(g)容量筒的质量 (g) 容量筒的容积(mL)泥块含量试验前留于1.18m

49、m筛上试样干重(g)试验后试样干重(g)砂当量试样湿重（g）试样含水率（%）絮凝物和沉淀物总高度h1（mm）含水率烘干前试样与容器重(g)烘干后试样与容器重(g)计计算算区区水温修正系数表观密度(g/cm)表观密度试样烘干重(g)水及容量瓶重(g)试样、水及容量瓶总重(g)水温修正系数3092904830.0043022914800.004松方密度(g/cm)堆积密度容量筒和堆积密度砂总质量(g)容量筒的质量 (g) 容量筒的容积(mL)松方密度(g/cm)39481000.020001.47439501000.020001.475紧装密度(g/cm)紧装密度容量筒和紧装密度砂总质量(g)容量

50、筒的质量 (g) 容量筒的容积(mL)紧装密度(g/cm)41081000.020001.55441081000.020001.554泥块含量(%)泥块含量试验前留于1.18mm筛上试样干重(g)试验后试样干重(g)泥块含量(%)200199.60.2200199.20.4活塞测定沉淀物高度h2(mm)砂当量(%)砂当量试样湿重（g）试样含水率（%）絮凝物和沉淀物总高度h1（mm）活塞测定沉淀物高度h2(mm)123.42.811178123.83.211483容器重（g）含水率(%)含水率烘干前试样与容器重(g)烘干后试样与容器重(g)容器重（g）576.55665

51、552.92541749实实际际数数据据输输入入区区表观密度(g/cm)2.6712.662砂当量(%)7073含水率(%)21.9计计算算区区松方密度(g/cm)1.4741.475紧装密度(g/cm)1.5541.554泥块含量(%)0.20.4集料筛分及掺配检验YTGJ试JL-9委托单位依据标准报告编号工程名称集料产地报告日期试样名称用 途取样地点项 目通 过 下 列 筛 孔 的 质 量 百 分 率 （ % ）37.531.5199.54.752.360.60.075单粒级配1#2#3#4#掺配比例1#23%2#20%3#17%4#40%混合料计算级配100.093.060.048.43

52、2.024.013.07.5标准级配范围标准级配中值混合料筛分级配37.531.5199.54.752.360.60.0755.1094.7233.7622.7542.0161.4720.7950.31200000000检测单位(盖章) 批准： 审核： 试验： 见证人：37.531.5199.54.752.360.60.075掺配后级配曲线图0.010.020.030.040.050.060.070.080.090.0100.0筛孔尺寸(mm)通过率(%)计算级配辅助区5105165205337.531.526.501900160010409.50153060404.7580100851009

53、02.36951009510095计算级配辅助区5337.531.526.519165100516001052000105250030570531.500155405400030565计算级配辅助区520525531.5540000500530650515403065103070154030658030707090709080901007090709010090100901009510010095100951009.54.752.36080951510010030859560100100409095计算级配辅助区52080100100909510010070909590100100709590

54、100路面用细集料筛分报告YTGJ试JL-10委托单位依据标准报告编号工程名称集料产地报告日期试样质量（g）I= 1000= 1000河砂筛孔 尺寸(mm)筛余质量(g)分计筛余（%）累计筛余（%）通过百分率（%）标准级配S15平均9.5000.00.00.00.0100.0100.0100.01004.7574.39.27.40.97.40.992.699.195.9100902.3696.8132.99.713.317.114.282.985.884.490751.18232.1113.823.211.440.325.659.774.467.190500.60175.4443.117.54

55、4.357.869.942.230.136.260300.3180.5134.618.113.575.983.424.116.620.43080.15174.2137.717.413.893.397.26.72.84.71000.07546.511.64.71.298.098.42.01.61.850底细度模数Mx=(A0.15+A0.3+A0.6+A1.2+A2.36+A4.75)/100= 作废干燥试样总量m3（%）洗后筛上总量m4（g）洗后0.075mm筛下量m0.075（g）0.075mm通过率P0.075（%）干筛后总量mi（g）损耗m5（g）损耗率（%）扣除损耗后总量（g）IIII

56、平均IIII1000.01000.0982.9986.517.113.51.71.41.6979.8982.93.13.60.320.36996.9996.4检测单位(盖章) 批准： 审核： 试验： 见证人：9.54.752.361.180.600.30.150 10 20 30 40 50 60 70 80 90 100 筛孔尺寸（mm）通过百分率（%）沥青面层用混合料筛分试验报告YTGJ试JL-21委托单位依据标准报告编号工程名称集料产地报告日期试样质量（g）I=集料掺配比例筛孔尺寸(mm)筛余质量(g)分计筛余(%)累计筛余(%)通过百分率(%)标准级配III平均31.526.510010019.09010016.0789213.262809.550724.7526562.3616441.1812330.68240.35170.154130.07537干燥试样总量m3（%）洗后筛上总量m4（g）洗后0.075mm筛下量m0.075（g）0.075mm通过率P0.075（%）干筛后总量mi（g）损耗m5（g）损耗率（%）扣除损耗后总量（g）IIII平均IIII检测单位(签章): 批准： 审核: 试验: 见证人:26.5191613.29.