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首页 > 路基试验段测量记录及松铺系数计算表 - 副本

路基试验段测量记录及松铺系数计算表 - 副本

2021-09-20 1页 xls 52KB 67阅读

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路基试验段测量记录及松铺系数计算表 - 副本贵州省凯里公路管理局国省干线公路改造工程项目S202天柱坪能至邦洞公路改造工程路基试验段测量记录及松铺系数计算表承包单位贵州省黔东南州交通建设工程公司施工路段K0+185~K0+285监理单位贵州通力达公路工程监理咨询有限公司试验日期2014.12.10桩号测点位置填前标高填后标高碾压遍数压实后标高松铺厚度压实厚度(cm)松铺系数K0185+左9m693.742694.2418694.20449.946.21.080中693.942694.4348694.39649.245.41.084右5.5m693.642694.1338...
路基试验段测量记录及松铺系数计算表 - 副本
贵州省凯里公路管理局国省干线公路改造工程项目S202天柱坪能至邦洞公路改造工程路基试验段测量记录及松铺系数计算承包单位贵州省黔东南州交通建设工程公司施工路段K0+185~K0+285监理单位贵州通力达公路工程监理咨询有限公司试验日期2014.12.10桩号测点位置填前标高填后标高碾压遍数压实后标高松铺厚度压实厚度(cm)松铺系数K0185+左9m693.742694.2418694.20449.946.21.080中693.942694.4348694.39649.245.41.084右5.5m693.642694.1338694.08349.144.11.113K0200+左9m693.121693.6198693.57449.845.31.099中693.221693.7168693.66749.544.61.110右5.5m693.131693.6248693.59449.346.31.065K0220+左9m692.324692.828692.780349.645.61.087中692.524693.018692.97748.645.31.073右5.5m692.424692.9168692.87349.244.91.096K0240+左9m691.624692.128692.11849.649.41.004中691.824692.3168692.31949.249.50.994右5.5m691.724692.2178692.2249.349.60.994K0265+左9m690.756691.2548691.21949.846.31.076中690.956691.4488691.40849.245.21.088右5.5m690.856691.3478691.31949.146.31.060K0285+左9m690.060690.5568690.52249.646.21.074中690.260690.7528690.72849.246.81.051右5.5m690.160690.6538690.62349.346.31.065松铺系数平均值1.07备注:路基填石测量:计算:复核:监理工程师:层数桩号测点位置填前标高填后标高碾压遍数压实后标高松铺厚度压实厚度(mm)松铺系数层数桩号测点位置填前标高(m)填后标高(m)碾压遍数压实后标高(m)松铺厚度(cm)压实厚度(cm)松铺系数第十层YK2+640右14740.133.11.21第九层YK2+640右14107.569107.9707107.90040.133.11.21107.270733.11.21107.569107.9707107.90033.11.21107.270833.11.21107.569107.9708107.90033.11.21107.270右17740.333.31.21右17107.508107.9117107.84140.333.31.21107.210733.11.22107.508107.9117107.83933.11.22107.210833.21.21107.508107.9118107.84033.21.21107.210右20740.433.21.22右20107.451107.8557107.78340.433.21.22107.152733.21.22107.451107.8557107.78333.21.22107.152833.21.22107.451107.8558107.78333.21.22107.152YK2+660右14740.132.81.22YK2+660右14107.577107.9787107.90540.132.81.22107.276732.81.22107.577107.9787107.90532.81.22107.276832.81.22107.577107.9788107.90532.81.22107.276右17740.233.11.21右17107.516107.9187107.84740.233.11.21107.215733.11.21107.516107.9187107.84733.11.21107.215833.11.21107.516107.9188107.84733.11.21107.215右20740.333.21.21右20107.453107.8567107.78540.333.21.21107.155733.21.21107.453107.8567107.78533.21.21107.155833.11.22107.453107.8568107.78433.11.22107.156YK2+680右14740.132.81.22YK2+680右14107.566107.9677107.89440.132.81.22107.271732.81.22107.566107.9677107.89432.81.22107.271832.81.22107.566107.9678107.89432.81.22107.271右17740.233.31.21右17107.509107.9117107.84240.233.31.21107.207733.21.21107.509107.9117107.84133.21.21107.208833.11.21107.509107.9118107.84033.11.21107.209右20740.233.11.21右20107.451107.8537107.78240.233.11.21107.149733.11.21107.451107.8537107.78233.11.21107.149833.11.21107.447107.8498107.77833.11.21107.149YK2+700右14740.332.91.22YK2+700右14107.574107.9777107.90340.332.91.22107.277732.91.22107.574107.9777107.90332.91.22107.277832.91.22107.574107.9778107.90332.91.22107.277右17740.133.21.21右17107.512107.9137107.84440.133.21.21107.212733.21.21107.512107.9137107.84433.21.21107.212833.21.21107.512107.9138107.84433.21.21107.212右20740.433.11.22右20107.451107.8557107.78240.433.11.22107.156733.11.22107.451107.8557107.78233.11.22107.156833.11.22107.451107.8558107.78233.11.22107.156YK2+720右14740.232.91.22YK2+720右14107.567107.9697107.89640.232.91.22107.269732.91.22107.567107.9697107.89632.91.22107.269832.91.22107.567107.9698107.89632.91.22107.269右17740.433.21.22右17107.505107.9097107.83740.433.21.22107.208733.21.22107.505107.9097107.83733.21.22107.208833.21.22107.505107.9098107.83733.21.22107.208右20740.133.11.21右20107.448107.8497107.77940.133.11.21107.146733.11.21107.447107.8487107.77833.11.21107.146833.11.21107.444107.8458107.77533.11.21107.146层数桩号测点位置填前标高填后标高碾压遍数压实后标高松铺厚度(cm)压实厚度(cm)松铺系数第十层YK2+640右14107.200107.6538107.56945.336.91.23107.200107.6538107.56936.91.23107.200107.6539107.56936.91.23右17107.140107.5928107.50845.236.81.23107.140107.5928107.50836.81.23107.140107.5929107.50836.81.23右20107.080107.5328107.45145.237.11.22107.080107.5328107.45137.11.22107.080107.5329107.45137.11.22YK2+660右14107.204107.6538107.57744.937.31.20107.204107.6538107.57737.21.21107.204107.6539107.57736.91.22右17107.144107.5968107.51645.237.21.22107.144107.5968107.51637.21.22107.144107.5969107.51637.21.22右20107.084107.5328107.45344.836.91.21107.084107.5328107.45336.91.21107.084107.5329107.45336.91.21YK2+680右14107.198107.6508107.56645.236.81.23107.198107.6508107.56636.81.23107.198107.6509107.56636.81.23右17107.138107.5898107.50945.137.11.22107.138107.5898107.50937.11.22107.138107.5899107.50937.11.22右20107.078107.5328107.45145.437.31.22107.078107.5328107.45137.31.22107.078107.5329107.44736.91.23YK2+700右14107.203107.6528107.57444.937.11.21107.203107.6528107.57437.11.21107.203107.6529107.57437.11.21右17107.143107.5958107.51245.236.91.22107.143107.5958107.51236.91.22107.143107.5959107.51236.91.22右20107.083107.5328107.45144.936.81.22107.083107.5328107.45136.81.22107.083107.5329107.45136.81.22YK2+720右14107.196107.6478107.56745.137.11.22107.196107.6478107.56737.11.22107.196107.6479107.56737.11.22右17107.136107.5848107.50544.836.91.21107.136107.5848107.50536.91.21107.136107.5849107.50536.91.21右20107.076107.5278107.44845.137.21.21107.076107.5278107.44737.11.22107.076107.5279107.44436.81.23
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