路基工程试验路段技术总结

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1、碾压遍数K29+600中K29+610中K29+636中K29+655中K29+686中K29+700中平均校差(mm)备注实测高程（m）层间校差(mm)实测高程（m）层间校差(mm)实测高程（m）层间校差(mm)实测高程（m）层间校差(mm)实测高程（m）层间校差(mm)实测高程（m）层间校差(mm)416.668416.698416.730416.707416.649松铺找平1遍静压2遍微振碾压303132313231.23遍416.638416.667416.698416.676416.617强振碾压23

2、3332.84遍416.636416.664416.675416.673416.614强振碾压100110.65遍416.635416.664416.695416.672416.613强振碾压120100.86遍416.634416.662416.695416.671416.613强振碾压101000.47遍416.633416.661416.694416.671416.613强振碾压8遍静压收光机械组合及压实系数松铺厚度45cm，摊铺机械T220，压实机械YZ165，压实系数为1.086。第二层压实量统计表碾

3、压遍数K29+600中K29+610中K29+636中K29+655中K29+686中K29+700中平均校差(mm)备注实测高程（m）层间校差(mm)实测高程（m）层间校差(mm)实测高程（m）层间校差(mm)实测高程（m）层间校差(mm)实测高程（m）层间校差(mm)实测高程（m）层间校差(mm)417.133松铺找平1遍静压2遍微振碾压4348494946473遍417.090417.118417.142417.123417.066强振碾压4444444遍417.086417.114417.138417.

4、119417.062强振碾压2012525遍417.084417.114417.137417.117417.057强振碾压001100.46遍417.084417.114417.136417.116417.057强振碾压101010.67遍417.083417.114417.135417.116417.056强振碾压010100.48遍417.083417.113417.135417.115417.056强振碾压9遍静压收光机械组合及压实系数松铺厚度50cm，摊铺机械T140，压实机械拖碾，压实系数为1.122

5、。第三层压实量统计表碾压遍数K29+600中K29+610中K29+636中K29+655中K29+686中K29+700中平均校差(mm)备注实测高程（m）层间校差(mm)实测高程（m）层间校差(mm)实测高程（m）层间校差(mm)实测高程（m）层间校差(mm)实测高程（m）层间校差(mm)实测高程（m）层间校差(mm)417.567417.635417.661417.684417.667417.609松铺找平1遍静压2遍微振碾压43434142414542.53遍417.524417.589417.6204

6、17.642417.626417.564强振碾压3334433.34遍417.521417.589417.617417.638417.622417.561强振碾压2122121.75遍417.519417.588417.615417.636417.621417.559强振碾压0100100.36遍417.519417.587417.615417.636417.620417.559强振碾压0001000.187遍417.519417.587417.615417.635417.620417.559强振碾压00010

7、00.178遍417.519417.587417.615417.634417.620417.559强振碾压9遍静压收光机械组合及压实系数松铺厚度55cm，摊铺机械T320，压实机械SD-150D，压实系数为1.096。第四层压实量统计表碾压遍数K29+600中K29+610中K29+636中K29+655中K29+686中K29+700中平均校差(mm)备注实测高程（m）层间校差(mm)实测高程（m）层间校差(mm)实测高程（m）层间校差(mm)实测高程（m）层间校差(mm)实测高程（m）层间校差(mm)实测高

8、程（m）层间校差(mm)418.122418.192418.220418.235418.222松铺找平1遍静压2遍微振碾压585960615759593遍418.064418.133418.160418.174418.165418.097强振碾压6555565.34遍418.058418.128418.155418.169418.160418.091强振碾压0001100.35遍418