工程評定用表

1、三撫線三屯營至唐秦界段改建工程三撫線三屯營至唐秦界段改建工程計(jì)算：復(fù)核：技術(shù)負(fù)責(zé)人：計(jì)算：復(fù)核：技術(shù)負(fù)責(zé)人：路基壓實(shí)度評定表承包人:合同號：監(jiān)理單位:編號:日期：t/值表取樣點(diǎn)數(shù)取樣點(diǎn)數(shù)95%保證率的24.4652.17631.6861.08941.1770.81950.9530.68660.8230.60370.7340.54480.6700.50090.6200.466100.5800.437110.5460.414120.5180.393130.4940.376140.4730.361150.4550.347160.4380.335170.4230.324180.4100.314190.

2、3980.305200.3870.297210.3760.289220.3670.282230.3580.275240.3500.269250.3420.264260.3350.258270.3280.253280.3220.248290.3160.244300.3100.239400.2660.206500.2370.184600.2160.167700.1990.155800.1860.145900.1750.1361000.1660.129評定段起止樁層數(shù)壓實(shí)度規(guī)則值K0（%）壓實(shí)度檢測值檢測點(diǎn) 數(shù)平 均值（k）測點(diǎn)數(shù)和保證率關(guān)的系數(shù)t/檢測值均方差S壓實(shí)度代表值Kk-st/備注1001

3、.6449/1.2815/路面結(jié)構(gòu)層壓實(shí)度評定表承包人：合同號：監(jiān)理單位：編號：日期：t/值表評定段起止樁號結(jié) 構(gòu) 層 次壓實(shí)度規(guī)則值（%）檢 測 點(diǎn) 數(shù)（n） 平 均 值（K）測點(diǎn)數(shù)和%保證相關(guān)的系數(shù)t/標(biāo) 準(zhǔn)差S壓 實(shí) 度 代 表 值K ktS/結(jié) 果 評 定合 格率樣保222.5014.4652.1763222.5014.4652.17634.0211.6861.08942.2701.1770.81951.6760.9530.68661.3740.8230.60371.1880.7340.54481.0600.6700.50090.9660.6200.466100.8920.5800.4

4、37110.8330.5460.414120.7850.5180.393130.7440.4940.376140.7080.4730.361150.6780.4550.347160.6510.4380.335170.6260.4230.324180.6050.4100.314190.5860.3980.305200.5680.3870.297210.5220.3760.289220.5370.3670.282230.5230.3580.275240.5100.3500.269250.4980.3420.264260.4870.3350.258270.4770.3280.253280.4670.

5、3220.248290.4580.3160.244300.4990.3100.239400.3830.2660.206500.3400.2370.184600.3080.2160.167700.2850.1990.155800.2660.1860.145900.2490.1750.1361000.2360.1660.1291002.3265/1.6449/1.2815/保保計(jì)算：復(fù)核：技術(shù)負(fù)責(zé)人：計(jì)算：復(fù)核：技術(shù)負(fù)責(zé)人：三撫線三屯營至唐秦界段改建工程路面結(jié)構(gòu)層厚度評定表承包人：合同號：監(jiān)理單位：編號：日期：評定段起止樁號結(jié) 構(gòu) 層 次厚度允許偏差（mm）檢 測 點(diǎn) 數(shù)（n） 平 均 值（X）測

6、點(diǎn)數(shù)和%保證相關(guān)的系數(shù)t/標(biāo) 準(zhǔn)差S厚 度 代 表 值XLXtS/極值結(jié) 果 評 定合 格率t/樣保222.5014.4652.1763222.5014.4652.17634.0211.6861.08942.2701.1770.81951.6760.9530.68661.3740.8230.60371.1880.7340.54481.0600.6700.50090.9660.6200.466100.8920.5800.437110.8330.5460.414120.7850.5180.393130.7440.4940.376140.7080.4730.361150.6780.4550.3471

7、60.6510.4380.335170.6260.4230.324180.6050.4100.314190.5860.3980.305200.5680.3870.297210.5220.3760.289220.5370.3670.282230.5230.3580.275240.5100.3500.269250.4980.3420.264260.4870.3350.258270.4770.3280.253280.4670.3220.248290.4580.3160.244300.4990.3100.239400.3830.2660.206500.3400.2370.184600.3080.216

8、0.167700.2850.1990.155800.2660.1860.145900.2490.1750.1361000.2360.1660.1291002.3265/1.6449/1.2815/值表保保三撫線三屯營至唐秦界段改建工程水泥砂漿抗壓強(qiáng)度評定表承包人：合同號：編號：監(jiān)理單位：日期：工程項(xiàng)目項(xiàng)次統(tǒng)計(jì)項(xiàng)目砂漿設(shè)計(jì)標(biāo)號統(tǒng)計(jì)數(shù)據(jù)28 天強(qiáng)度（Mpa）試 件 組數(shù)強(qiáng)度測定值核計(jì)（Mpa）平均強(qiáng)度 （Mpa）評 定 結(jié)試件的平均強(qiáng)度設(shè)計(jì)強(qiáng)度等級任意一組試件的強(qiáng)度設(shè)計(jì)強(qiáng)度等級的75%。評定。計(jì)算：復(fù)核：技術(shù)負(fù)責(zé)人：三撫線三屯營至唐秦界段改建工程砼抗壓強(qiáng)度評定表承包人：合同號：編號：監(jiān)理單位：日期

9、：試件起止樁號試件組數(shù)平均強(qiáng)度Rn（Mpa） 強(qiáng)度標(biāo)準(zhǔn)差Sn（Mpa）RnK1SnK2RRmin 0.9R評定結(jié)果（是否合格）n10-14K11.70K20.9備15-241.650.8525 1.6計(jì)算：復(fù)核：技術(shù)負(fù)責(zé)人：三撫線三屯營至唐秦界段改建工程水泥混凝土彎拉強(qiáng)度評定表承包人：合同號：編號：監(jiān)理單位：起止樁號日期：公路等級設(shè)計(jì)強(qiáng)度frMPa試件組數(shù)n平均強(qiáng)度fcsMPafminMPa強(qiáng)度標(biāo)準(zhǔn)差 =（fi-fcs）2n-1試件組數(shù) 合格判定系數(shù)11140.7515190.7020 0.65強(qiáng)度合格判斷式：fcsfr+k其中：1、試件為 1119 組時，允許 fmin0.85fr,但0.8fr.2、試件n