2工區(qū)路基填筑質(zhì)檢臺賬(實驗室)

施工段落起止樁號：K19+680-K19+756,,,,,,,,,,,,,

層數(shù),每層起止樁號,填筑日期,檢驗結(jié)果,填筑區(qū)域,壓實層厚,標(biāo)高,長度(m),平均寬度(m),填方面積(㎡),備注,,,

0,K19+680-K19+756,2017.06.10,未檢,90區(qū),,23.635,76.0,19.5,1484.28,原地面,,,

1,K19+715-K19+730,2017.06.11,未檢,93區(qū),0.260,23.895,15.0,4.0,59.4,填土,,,

2,K19+715-K19+730,2017.06.22,未檢,93區(qū),0.256,24.151,15.0,4.9,74.1,填土,,,4.94

3,K19+715-K19+730,2017.06.23,未檢,93區(qū),0.243,24.394,15.0,5.3,80.1,填土,,,5.92

4,K19+715-K19+730,2017.06.24,未檢,93區(qū),0.256,24.650,15.0,6.1,92.1,填土,,,6.32

5,K19+710-K19+735,2017.06.25,未檢,93區(qū),0.252,24.902,25.0,6.9,173.6,填土,,,7.12

6,K19+710-K19+735,2017.07.9,未檢,93區(qū),0.258,25.160,25.0,7.9,197.5,填土,,,7.90

7,K19+710-K19+735,2017.07.10,未檢,93區(qū),0.231,25.391,25.0,8.6,215.0,填土,,,8.88

8,K19+710-K19+735,2017.07.11,未檢,93區(qū),0.260,25.651,25.0,9.4,235.0,填土,,,9.58

9,K19+710-K19+735,2017.07.12,未檢,93區(qū),0.241,25.892,25.0,9.8,246.2,填土,,,10.38

10,K19+710-K19+735,2017.07.13,未檢,93區(qū),0.256,26.148,25.0,10.3,257.5,填土,,,10.83

11,K19+710-K19+735,2017.07.14,未檢,93區(qū),0.251,26.399,25.0,10.7,268.7,填土,,,11.28

12,K19+710-K19+735,2017.08.04,未檢,93區(qū),0.252,26.651,25.0,12.0,300.0,填土,,,12.00

13,K19+710-K19+735,2017.08.05,未檢,93區(qū),0.251,26.902,25.0,13.0,324.5,填土,,,12.98

14,K19+700-K19+740,2017.08.06,未檢,93區(qū),0.254,27.156,40.0,13.4,534.4,填土,,,13.36

15,K19+700-K19+740,2017.08.07,未檢,93區(qū),0.253,27.409,40.0,13.7,549.6,填土,,,13.74

16,K19+700-K19+740,2017.08.08,未檢,93區(qū),0.233,27.642,40.0,14.1,564.8,填土,,,14.12

17,K19+700-K19+740,2017.08.09,未檢,93區(qū),0.236,27.878,40.0,14.5,580.0,填土,,,14.50

18,K19+700-K19+740,2017.08.10,未檢,93區(qū),0.232,28.110,40.0,14.9,595.2,填土,,,14.88

19,K19+700-K19+740,2017.08.11,未檢,93區(qū),0.242,28.352,40.0,15.2,608.8,填土,,,

20,K19+700-K19+740,,未填筑,93區(qū),,,,,,填土,,,

21,K19+690-K19+745,,未填筑,94區(qū),,,,,,填土,,,

22,K19+690-K19+745,,未填筑,94區(qū),,,,,,填土,,,

23,K19+680-K19+756,,未填筑,94區(qū),,,,,,填土,,,

24,K19+680-K19+756