工程評(píng)定用表

1、三撫線三屯營(yíng)至唐秦界段改建工程路基壓實(shí)度評(píng)定表承包人：合同號(hào)：監(jiān)理單位：編號(hào)：日期:結(jié)構(gòu)類型t a /你1值表取樣點(diǎn)數(shù)95%保證率的90%保證率的評(píng)定段起止樁號(hào)OczOOOOOOO CD 8o8KJo O 8° 訕GO 巾O4.4651.6861.1770.9530.8230.7340.6700.6200.5800.5460.5180.4940.4730.4550.4380.4230.4100.3980.3870.3760.3670.3580.3500.3420.3350.3280.3220.3160.3100.2660.2370.2160.1990.1860.1750.1661.6

2、449V n2.1761.0890.8190.6860.6030.5440.5000.4660.4370.4140.3930.3760.3610.3470.3350.3240.3140.3050.2970.2890.2820.2750.2690.2640.2580.2530.2480.2440.2390.2060.1840.1670.1550.1450.1360. 1291.2815/ r層數(shù)壓實(shí)度規(guī)定值K0%壓實(shí)度檢測(cè)值檢測(cè)點(diǎn)數(shù)n平均值k測(cè)點(diǎn)數(shù)和保證率相關(guān)的系數(shù)ta /疔檢測(cè)值均方差s= J9n -1嚴(yán)實(shí)度代表值K = k-st a / 廳?KO結(jié)果評(píng)定備注二撫線二屯營(yíng)至唐秦界段改建工程路面

3、結(jié)構(gòu)層壓實(shí)度評(píng)定表承包人：合同號(hào)：監(jiān)理單位：編號(hào)：日期:評(píng)定段起止樁號(hào)t a /山值表取樣點(diǎn)數(shù)99%保證率的95%保證率的90%保證率的結(jié)構(gòu)層次22.501 4.021 2.2704.4651.6861.1772.1761.0890.819壓實(shí)度規(guī)定值%1.6760.9530.6861.3740.8230.6031.1880.7340.544檢測(cè)點(diǎn)數(shù)n1.0600.6700.500平均值K0.9660.6200.4660.8920.5800.437測(cè)點(diǎn)數(shù)和%保證率0.8330.5460.4140.7850.5180.393相關(guān)的系數(shù)0.7440.4940.376ta /仆0.7080.4730

4、.3610.6780.6510.4550.347標(biāo) 準(zhǔn)差0.4380.3350.6260.4230.3240.6050.4100.314s=0.5860.3980.3051n -1> NO0.5680.3870.297Ci0.5220.3760.289a o0.5370.5230.3670.282壓實(shí)些代表值0 D0.3580.275o0.5100.3500.269K - k t a S/ 尺F0.4980.3420.264oG0.4870.3350.258A0.3280.253c0.4770 o0.4670.3220.248結(jié)果評(píng)定o o0 4580.3160.244o j0.4990

5、.3100.239K o0.3830.2660.206o0.3400.2370.184o o0.3080.2160.167o o0.2850.1990.155o o0.2660.1860.145合格率o o o o o0.2490.2360.1750.1660.1360.129o g2.3265/1.6449/1.2815/g| J |-1二撫線二屯營(yíng)至唐秦界段改建工程路面結(jié)構(gòu)層厚度評(píng)定表承包人：合同號(hào)：監(jiān)理單位：編號(hào)：日期:評(píng)定段起止樁號(hào)t a / J町值表取樣點(diǎn)數(shù)99%保證率的95%保證率的90%保證率的結(jié)構(gòu)層次V二 3 C0 00 75 4 C/0 2 2 2 2 2 2 2 2 2 2

6、<c oo 75 4 ro 2呂呂 000000098765432 亠 098765432 = 022.5014.0212.2701.6761.3741.1881.0600.9660.8920.8330.7850.7440.7080.6780.6510.6260.6050.5860.5680.5220.5370.5230.5100.4980.4870.4770.4670.4580.4990.3830.3400.3080.2850.2660.2490.2362.3265/4.4651.6861.1770.9530.8230.7340.6700.6200.5800.5460.5180.494

7、0.4730.4550.4380.4230.4100.3980.3870.3760.3670.3580.3500.3420.3350.3280.3220.3160.3100.2660.2370.2160.1990.1860.1750.1661.6449/2.1761.0890.8190.6860.6030.5440.5000.4660.4370.4140.3930.3760.3610.3470.3350.3240.3140.3050.2970.2890.2820.2750.2690.2640.2580.2530.2480.2440.2390.2060.1840.1670.1550.1450.1

8、360.1291.2815/厚度允許偏差mm 檢測(cè)點(diǎn)數(shù)n平均值X測(cè)點(diǎn)數(shù)和%保證率相關(guān)的系數(shù)ta /仆標(biāo)準(zhǔn)差s=1n -1厚度代表值 xl - X ta S/ 尺極值結(jié)果評(píng)定合格率工程工程砂漿設(shè)計(jì)標(biāo)號(hào)項(xiàng)次統(tǒng)計(jì)工程統(tǒng)計(jì)數(shù)據(jù)1試件28天強(qiáng)度Mpa2試件組數(shù)3強(qiáng)度測(cè)定值合計(jì)Mpa4平均強(qiáng)度刀Mpa5評(píng)定結(jié)果試件的平均強(qiáng)度設(shè)計(jì)強(qiáng)度等級(jí)任意一組試件的強(qiáng)度設(shè)計(jì)強(qiáng)度等級(jí)的75%。評(píng)定。砼設(shè)計(jì)強(qiáng)度R試件起止樁號(hào)試件組數(shù)平均強(qiáng)度Rn Mpa強(qiáng)度標(biāo)準(zhǔn)差Sn MpaRn K iSnK2RRmi n0.9R評(píng)定結(jié)果是否合格備注n10-1415-24> 25Ki1.701.651.6K20.90.85起止樁號(hào)公路等級(jí)設(shè)計(jì)強(qiáng)度frMPa試件組數(shù)n平均強(qiáng)度fcsMPafmi nMP a強(qiáng)度標(biāo)準(zhǔn)差(T =E( fi-fcs ) 2n-1試件組數(shù)11141519> 20合格判定系數(shù)k0.750.700.65強(qiáng)度合格判斷式：fcs > fr+k T其中：1、試件為11 19組時(shí)，允許fmin < 0.85fr,但玄0.8fr.2 、試件 n?20 組時(shí)，允許 fmin < 0.80fr