精品路面铣刨施工组织设计Word下载.docx

1、10.5012.002730K511+111.001051.0011035.5K511+127.00K513+170.002043.0021451.5K513+198.00K514+607.001409.0014794.5K514+623.00K515+291.00668.007014K515+307.00K515+746.00439.004609.5K515+771.50K516+460.00688.507229.25K516+580.00-2120.001260K516+612.00-132.00336K516+628.00K516+727.5099.501044.75K516+837.5

2、0K517+020.00182.501916.25K517+100.0080.00840K518+071.00971.0010195.5K518+089.00K519+318.501229.5012909.75K519+334.50K519+961.00626.506578.25K519+977.00K521+052.001075.0011287.5K521+068.00K523+193.802125.8022320.9K524+150.00956.2010040.1K525+400.001250.0013125K525+560.00160.001680K525+840.00280.00294

3、0K525+940.00100.001050K528+349.752409.7525302.375K528+365.75K528+772.00406.254265.625K528+788.00K529+851.001063.0011161.5K529+869.00K531+192.001323.0013891.5K531+208.00K531+300.0092.00966K531+360.0060.00630K531+458.0098.001029K531+548.00K531+717.10169.101775.55K531+733.10K531+840.00106.901122.45K531

4、+860.0020.00210K532+667.60807.608479.8K532+699.60K533+832.001132.4011890.2K533+848.00K534+257.50409.504299.75K534+282.50K535+150.00867.509108.75K535+170.00K535+320.00150.001575K535+440.00K535+767.00327.003433.5K535+807.00K535+829.0022.00231K535+989.00K536+175.00186.001953K536+203.00K536+291.0088.009

5、24K536+307.00K536+540.00233.002446.5K536+990.00450.004725K537+018.00K537+108.0090.00945K537+126.00K537+383.50257.502703.75K537+401.50K537+494.0092.50971.25右幅小计26827.50281688.75左K516+480.00708.507439.25K516+600.00126K517+040.00202.502126.25K517+300.00771.008095.5K522+335.001267.0013303.5858.809017.4K

6、525+380.001230.0012915180.001890K525+880.0040.00420K527+300.001420.0014910K527+900.00600.006300449.754722.375K531+420.0038.00399K531+800.0066.90702.45K531+900.00K532+640.00740.00777027.60289.8K533+500.00800.408404.2332.003486K535+480.00287.003013.5K536+580.00273.002866.5410.004305左幅小计主线合计53655.00563

7、377.50过渡段G-1铣刨平均10cm厚沥青混凝土分布均厚cm备注K509+050.00K509+150.50100.50G-1101438.3过渡段G-1位于洋浦互通立交路面加宽段K509+163.50K509+265.00101.501057.9K509+345.00K509+443.4998.491289.5K509+483.49K509+585.00101.511471.61498.11076.414281322合计804.0010581.8铣刨2cm厚沥青混凝土分布CK0+105CK0+635全幅5307.223816洋浦互通立交匝道IK0+154IK0+4902419DK0+19

8、0DK0+6304403168BK0+340BK0+366267.3190AK0+090AK0+2902001460LK0+110LK0+70055011.556353新盈互通立交匝道AK0+093AK0+4443517.382590BK0+067BK0+4934267.313114CK0+090CK0+4223327.432467DK0+064DK0+4473837.292792EK0+045EK0+141966.92664FK0+129FK0+226976.88667GK0+147GK0+2491026.85699386930399铣刨10cm厚沥青混凝土分布中心桩号K509+157231

9、0.75494.5平地小桥K516+782.51102365石牌河大桥K531+503901935新盈河中桥K535+787.540860抱美水利渠中桥K535+909.51603440文澜江大桥K513+18428602松林小桥K515+75925537.5新昌小桥K534+270美群小桥K536+189林彭小桥K537+004文道小桥K509+463501075洋浦互通K532+683.630645波莲立交K511+11916344通道K514+620K515+299K516+620K518+08018387K519+326.5K519+969K521+060K528+357.8K528+

10、780K529+860K531+200K531+725.1K533+840K535+16020430K536+299K537+117K537+392.520145.5第二节、施工技术方案（一）、铣刨旧路面时间及顺序安排左幅（即海口至三亚方向）施工：2011年12月16日至2012年2月20日；先选取K522+335至K523+193.8段作为铣刨的试验段，该段离泡沫沥青冷再生拌和站较近，便于组织施工；于2011年12月16日组织进行试验段的铣刨，待试验段铣刨完成后，由试验室立即对铣刨料等进行检测，确定泡沫沥青冷再生混合料的配合比，再确定由此段向起讫桩号分别铣刨。右幅2012年5月10日至2012年6月15日 。（二）、人员、机械及试验检测设备组织1）、人员组织王启云：路面铣刨总负责，管理施工组织、机械调度等工作。黄品良：项目