紙房至保海通村公路現(xiàn)場(chǎng)檢測(cè)臺(tái)賬

地基承載力試驗(yàn)臺(tái)帳,,,,,,,,,,

試驗(yàn)室名稱：貴州省建筑科學(xué)研究檢測(cè)中心遵義市播州區(qū)城投建工紙房至保海通村公路,,,,,,,,,,

序號(hào),檢測(cè)日期,起止樁號(hào)或部位,設(shè)計(jì)值（MPa）,觸探類型,測(cè)點(diǎn)數(shù),合格點(diǎn)數(shù),試驗(yàn)人,報(bào)告編號(hào),高程,備注

1,2017.07.13,K2+835~K2+870左側(cè)路肩墻基坑,0.25,輕型動(dòng)力觸探,,,,,巖層944.8,

2,2017.07.13,K2+790~K2+805左側(cè)路肩墻基坑,0.35,輕型動(dòng)力觸探,,,,,巖層933.2,

3,2017.07.22,K2+830~K2+835左側(cè)路肩墻基坑,0.3,輕型動(dòng)力觸探,,,,,風(fēng)化石941.5,

4,2017.07.22,K2+805~K2+830左側(cè)路肩墻基坑,0.4,輕型動(dòng)力觸探,,,,,風(fēng)化石933.45,

5,2017.07.25,K6+690~K6+710右側(cè)路肩墻基坑,0.25,輕型動(dòng)力觸探,,,,,巖層1013.9,

6,2017.07.25,K6+670~K6+690右側(cè)路肩墻基坑,0.25,輕型動(dòng)力觸探,,,,,巖層1013.4,

7,2017.7.29,K3+590~K3+610左側(cè)路肩墻基坑,0.25,輕型動(dòng)力觸探,,,,,黃粘土988.9,實(shí)測(cè)小于設(shè)計(jì)做換填處理

8,2017.7.29,K2+750~K2+775左側(cè)路肩墻基坑,0.25,輕型動(dòng)力觸探,,,,,黃砂土934.55,實(shí)測(cè)小于設(shè)計(jì)做換填處理

9,2017.8.7,K6+645~K6+670右側(cè)路肩墻基坑,0.25,輕型動(dòng)力觸探,,,,,巖層1013.53,

10,2017.8.7,K7+050~K7+070右側(cè)路肩墻基坑,0.25,輕型動(dòng)力觸探,,,,,巖層980.15,

11,2017.8.7,K5+930~K6+007右側(cè)路肩墻基坑,0.25,輕型動(dòng)力觸探,,,,,巖層1063.88,

12,2017.8.10,K4+230~K4+250右側(cè)路肩墻基坑,0.25,輕型動(dòng)力觸探,,,,,巖層1030.40,

13,2017.8.25,K2+990~K3+012右側(cè)路肩墻基坑,0.4,輕型動(dòng)力觸探,,,,,巖層947.4,

14,2017.8.25,K3+012~K3+030右側(cè)路肩墻基坑,0.35,輕型動(dòng)力觸探,,,,,巖層951.0,

15,2017.8.25,K3+255~K3+279.8右側(cè)路肩墻基坑,0.5,重型動(dòng)力觸探,,,,,巖層966.2,

16,2017.8.25,K3+279.8~K3+290右側(cè)路肩墻基坑,0.35,輕型動(dòng)力觸探,,,,,巖層969.8,

17,2017.8.29,K2+510～K2+565右側(cè)路肩墻基坑,0.5,重型動(dòng)力觸探,,,,,巖層903.50,

18,2017.08.30,K7+075～K7+080右側(cè)路肩墻基坑,0.4,輕型動(dòng)力觸探,,,,,巖層978.43,

19,2017.08.30,K7+080～K7+090右側(cè)路肩墻基坑,0.35,輕型動(dòng)力觸探,,,,,巖層979.43,

20,2017.09.13,K7+090～K7+135右側(cè)路肩墻基坑,0.35,輕型動(dòng)力觸探,,,,,巖層976.96,

21,2017.09.13,K3+170～K3+190左側(cè)路肩墻基坑,0.3,輕型動(dòng)力觸探,,,,,巖層965.70,

22,2017.09.13,K3+290～K3+297左側(cè)路肩墻基坑,0.25,輕型動(dòng)力觸探,,,,,巖層975.75,新增加

23,2017.09.14,K3+247～K3+255左側(cè)路肩墻基坑,0.25,輕型動(dòng)力觸探,,,,,巖層971.40,新增加

24,2017.09.19,K6+330～K6+350左側(cè)路肩墻基坑,0.25,輕型動(dòng)力觸探,,,,,巖層1033.40,

25,2017.09.19,K6+350～K6+370左側(cè)路肩墻基坑,0.3,輕型動(dòng)力觸探,,,,,巖層1031.30,

26,2017.09.19,K6+370～K6+390左側(cè)路肩墻基坑,0.25,輕型動(dòng)力觸探,,,,,巖層1033.10,

27,2017.09.19,K7+135～K7+150右側(cè)路肩墻基坑,0.35,輕型動(dòng)力觸探,,,,,巖層974.50,

28,2017.09.19,K7+150～K7+170右側(cè)路肩墻基坑,0.3,輕型動(dòng)力觸探,,,,,巖層975.25,

29,2017.9.21,K2+610～K2+635右側(cè)路肩墻基坑,0.5,重型動(dòng)力觸探,,,,,巖層914.95,

30,2017.9.21,K2+330～K2+386.5右側(cè)路肩墻基坑,0.5,重型動(dòng)力觸探,,,,,巖層906.40,

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