ZJ203路基计算程序

ZJ203第 页 共 页

路基填筑过程中质检记录表

承包单位：深圳华泰企业公司 监理单位：云南省公路工程监理咨询有限公司K37+460～K37+610 边坡坡比1:1.75路段桩号601K37+480K37+495K37+525K37+0K37+565土建合同号：S2测量设计标高(m)14246.149246.166246.313246.443246.734编号：复核右边（缘）与床面现测现测理论宽度距宽度横坡宽度偏差(m)179.6069.6269.5999.6109.628计算设计现有横坡标高%152.1%2.1%2.1%2.1%2.1%设计标路面高总厚设计标高(m)2246.403246.420246.567246.697246.996左边（缘）设计现有标与床现测宽现测理论横坡高面距度横坡宽度%51.3%0.8%中线宽度现有与床偏差标高面距(m)110.0.520.550.560.53(m)30.830.830.830.830.83(m)4246.246246.327246.600246.794247.199(m)6235.807235.876(m)79.6099.6219.6079.6279.607(m)831.48431.31930.96930.85730.517%91.3%0.8%(m)1030.94430.799(m)12235.946235.965236.110236.266236.5(m)139.6279.6259.6279.6019.621(m)16235.713235.71235.884236.003236.276(m)1831.7631.80631.73731.74731.77%192.1%2.1%2.1%2.1%2.1%(m)2031.2131.24631.19731.21731.25(m)210.550.560.0.530.52-0.3%236.163-0.8%236.337-1.7%236.762-0.3%30.419-0.8%30.297-1.7%29.987压实度情况自检说明：监理评语：质检人员： 年 月 日监理员或专业监理工程师：年 月 日注：横坡用带正负号的小数表示（超高时为负）；项次名称系缩写，请详细阅读本表使用说明。

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左中右左右2.4392.43612.2512.252.4512.45612.2512.252.4372.42912.2512.252.4572.44012.2512.252.4372.45812.2512.25 55