工程评定用表

1、三抚线三屯营至唐秦界段改建工程路基压实度评定表承包人:合同号：监理单位:编号:日期:结构类型t a /n值表取样点数95%保证率的90%保证率的评定段起止桩号24.4652.176o1.6861.0893层数41.1770.819压实度规定值K050.9530.68660.8230.603(%)70.7340.54480.6700.500压实度检测值90.6200.466100.5800.437检测点数（n）11120.5460 5180.4140 393平均值（債）130.4940.376测点数和保证率相14150.4730.4550.3610.347关的系数160.4380.335j. /

2、 J n170.4230.324t a / y180 4100 3141 oU.H- 1 U检测值均方差190.3980.305200.3870.297210.3760.289S=J220.3670.282 11 - 1230.3580.275240.3500.269250.3420.264260.3350.258压实度代表值270.3280.253280.3220.248K = k-st a / H KO290.3160.244300.3100.239结果评定400.2660.206500.2370.184600.2160.167700.1990.155备注800.1860.145900.1

3、750.1361000.1660. 129 1001.6449/的厂1.2815?/计算：复核：技术负责人:三抚线三屯营至唐秦界段改建工程路面结构层压实度评定表承包人：合同号：监理单位：编号：日期:评定段起止桩号结构层次压实度规定值（%）检测点数（n）平均值（K）测点数和%保证率相关的系数ta /几标准差s= 上比灭厂|T1 -1压实吏代表值K = kt a S/ 厅取样99%保95%保90%保点数证率的证率的证率的222.5014.4652.17634.0211.6861.08942.2701.1770.81951.6760.9530.68661.3740.8230.60371.1880.7

4、340.54481.0600.6700.50090.9660.6200.466100.8920.5800.437110.8330.5460.414120.7850.5180.393130.7440.4940.376140.7080.4730.361150.6780.4550.347160.6510.4380.335170.6260.4230.324180.6050.4100.314190.5860.3980.305200.5680.3870.297210.5220.3760.289220.5370.3670.282230.5230.3580.275240.5100.3500.269250.49

5、80.3420.264260.4870.3350.258t a / 值表270.4770.3280.253280.4670.3220.248结果评疋290.4580.3160.244300.4990.3100.239400.3830.2660.206500.3400.2370.184600.3080.2160.167700.2850.1990.155合格率800.2660.1860.145900.2490.1750.1361000.2360.1660.129 1002.3265/1.6449/1.2815/计算：复核:技术负责人:三抚线三屯营至唐秦界段改建工程路面结构层厚度评定表承包人：合同号

6、：监理单位：编号：日期:评定段起止桩号t a / 门值表取样点数99%保证率的95%保证率的90%保证率的2P 22.501 :4.4652.176纟口构层次34.0211.6861.08942.2701.1770.819厚度允许偏差（mm）51.6760.9530.68661 3740 8230 603检测点数（n）71.1880.7340.54481.0600.6700.500平均值（X）90.9660.6200.466100.8920.5800.437测点数和%保证率110.8330.5460.414120.7850.5180.393相关的系数130.7440.4940.376t a /

7、 E140.7080.4730.36115n Q/i70.6780.4550.347标准差160.6510.4380.3351 a170.6260.4230.324工（刁工厂180.6050.4100.314J190 5860 3980 305yn -1200.5680.3870.297210.5220.3760.289厚度代表值XL = X ta S/ Q222324252627282930405060708090100 1000.5370.5230.5100.4980.4870.4770.4670.4580.4990.3830.3400.3080.2850.2660.2490.2362.3

8、265/0.3670.3580.3500.3420.3350.3280.3220.3160.3100.2660.2370.2160.1990.1860.1750.1661.6449/0.2820.2750.2690.2640.2580.2530.2480.2440.2390.2060.1840.1670.1550.1450.1360.1291.2815/极值结果评定合格率计算:复核:技术负责人:三抚线三屯营至唐秦界段改建工程承包人：水泥砂浆抗压强度评定表合同号：编号:监理单位：日期:工程项目砂浆设计标号项次统计项目统计数据1试件28天强度（Mpa）试件组数3强度测定值合计（Mpa）4平均强度耳

9、（Mpa）5评定结果试件的平均强度设计强度等级任意一组试件的强度设计强度等级的75%。评定。计算：复核：技术负责人:三抚线三屯营至唐秦界段改建工程砼抗压强度评定表承包人：合同号：编号:监理单位：日期:砼设计强度R试件起止桩号试件组数平均强度Rn（ Mpa）强度标准差Sn（ Mpa）RnK nK2RRmin0.9R评定结果（是否合格）备注n10-1415-24 25Ki1.701.651.6K20.90.85计算：复核：技术负责人:三抚线三屯营至唐秦界段改建工程水泥混凝土弯拉强度评定表承包人：合同号：编号:监理单位：日期:起止桩号公路等级设计强度frMPa试件组数n平均强度fcsMPafminMPa强度标准差(T = / E( fi-fcs ) 2试件组数11141519 20合格判定系数k0.750.700.65强度合格判断式：fcs fr+k t其中：1、试件为11 19组时，允许fmin 0.85fr,但玄0.8fr.2 、试件 n20 组时，允许 f