路基、路面隨機(jī)取樣位置計(jì)算表

路基、路面隨機(jī)取樣位置計(jì)算表,,,,,,,,,,,,,,,

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施工單位：云南第二公路橋梁工程有限公司,,,,,,,,,合同號：TJ11,,,,,,

監(jiān)理單位：云南云嶺高速公路工程咨詢有限公司云南公路建設(shè)監(jiān)理公司（聯(lián)合體）編號：,,,,,,,,,,,,,,,

檢驗(yàn)段起訖樁號,,,K61+040,,~,K61+170,,,檢驗(yàn)段長度L（m）,,130,,,,

檢驗(yàn)段結(jié)構(gòu)層寬度(m),,,45,選定的隨機(jī)欄號,,,,12,,預(yù)定的檢驗(yàn)數(shù)量,24,,,,

計(jì)算者,,李雙雙,取樣日期,,,,,附注,,K61+040~K61+170路基填筑第層,,,,,

"試樣

編號",,A,B,C,,,"縱向樁號

（B*L+檢驗(yàn)起點(diǎn)樁號）",,,離中線橫向距離（m）=檢驗(yàn)段結(jié)構(gòu)層寬度(m)x對應(yīng)C列數(shù)值-檢驗(yàn)段結(jié)構(gòu)層寬度(m)的一半,,,,,

,,,,,,,,,,左,,右,,,

01,16,12,0.305,0.616,,,K61+080,,,,,5.2,16,0.078,0.987

02,23,11,0.744,0.948,,,K61+137,,,,,,23,0.087,0.056

03,17,17,0.096,0.076,,,K61+052,,,-19.1,,,17,0.096,0.076

04,4,1,0.32,0.212,,,K61+082,,,-13.0,,,4,0.153,0.163

05,10,10,0.254,0.834,,,K61+073,,,,,15.0,10,0.254,0.834

06,6,2,0.489,0.827,,,K61+104,,,,,14.7,6,0.284,0.628

07,12,23,0.087,0.056,,,K61+051,,,-20.0,,,12,0.305,0.616

08,25,21,0.826,0.487,,,K61+147,,,-0.6,,,25,0.319,0.901

09,1,22,0.947,0.797,,,K61+163,,,,,13.4,1,0.32,0.212

10,8,19,0.585,0.462,,,K61+116,,,-1.7,,,8,0.416,0.372

11,13,15,0.518,0.717,,,K61+107,,,,,9.8,13,0.432,0.556

12,2,16,0.078,0.987,,,K61+050,,,,,21.9,2,0.489,0.827

13,29,3,0.542,0.352,,,K61+110,,,-6.7,,,29,0.503,0.787

14,15,6,0.284,0.628,,,K61+077,,,,,5.8,15,0.518,0.717

15,28,9,0.935,0.582,,,K61+162,,,,,3.7,28,0.524,0.998

16,3,14,0.861,0.462,,,K61+152,,,-1.7,,,3,0.542,0.352

17,19,13,0.432,0.556,,,K61+096,,,,,2.5,19,0.585,0.462

18,5,4,0.153,0.163,,,K61+060,,,-15.2,,,5,0.695,0.111

19,7,18,0.793,0.748,,,K61+143,,,,,11.2,7,0.733,0.838

20,11,26,0.855,0.142,,,K61+151,,,-16.1,,,11,0.744,0.948

21,18,20,0.874,0.625,,,K61+154,,,,,5.6,18,0.793,0.748

22,27,5,0.695,0.111,,,K61+130,,,-17.5,,,27,0.802,0.967

23,21,25,0.319,0.901,,,K61+081,,,,,18.0,21,0.826,0.487

24,24,24,0.835,0.832,,,K61+149,,,,,14.9,24,0.835,0.832

25,26,8,0.416,0.372,,,K61+094,,,-5.8,,,26,0.855,0.142

26,14,7,0.733,0.838,,,K61+135,,,,,15.2,14,0.861,0.462

27,20,,,,,,,,,,,,20,0