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1、XXXXXXXXXXXX公路工程承包单位: XXXXXXXXXX有限公司 合同号: 监理单位: XXXXXXXXXXXX公司 编号: 工程名称水泥稳定碎石基层桩号k0+550-k2+460施工日期2015-3-9检验日期2015-3-9桩号左幅右幅实测值（m）横坡度（%）实测值（m）横坡度（%）内侧高程外侧高程高差宽度设计实测偏差内侧高程外侧高程高差宽度设计实测偏差k0+560743.484743.394 0.090 4.3622.07 0.07 743.484743.394 0.090 4.3622.07 0.07 k0+580743.39743.302 0.088 4.3722.02 0.
2、02 743.39743.302 0.088 4.3722.02 0.02 k0+592743.343743.255 0.088 4.3622.02 0.02 743.343743.255 0.088 4.3622.02 0.02 k0+620743.279743.190 0.089 4.3622.04 0.04 743.279743.190 0.089 4.3622.04 0.04 k0+640743.261743.169 0.092 4.3722.11 0.11 743.261743.171 0.090 4.3722.06 0.06 k0+660743.253743.164 0.089 4
3、.3622.04 0.04 743.253743.164 0.089 4.3622.04 0.04 k0+680743.242743.151 0.091 4.3622.09 0.09 743.242743.155 0.087 4.3622.00 0.00 k0+700743.231743.142 0.089 4.3622.04 0.04 743.231743.143 0.088 4.3722.02 0.02 k0+720743.222743.134 0.088 4.3722.02 0.02 743.222743.130 0.092 4.3622.11 0.11 k0+740743.214743
4、.120 0.094 4.3622.16 0.16 743.214743.125 0.089 4.3622.04 0.04 k0+780743.183743.095 0.088 4.3622.02 0.02 743.183743.092 0.091 4.3722.08 0.08 k0+800743.155743.067 0.088 4.3622.02 0.02 743.155743.066 0.089 4.3622.04 0.04 k0+820743.117743.029 0.088 4.3722.02 0.02 743.117743.027 0.090 4.3622.07 0.07 k0+8
5、40743.071742.984 0.087 4.3622.00 0.00 743.071742.979 0.092 4.3622.11 0.11 k0+860743.018742.929 0.089 4.3622.04 0.04 743.018742.924 0.094 4.3722.15 0.15 k0+880742.964742.875 0.089 4.3722.04 0.04 742.964742.874 0.090 4.3622.07 0.07 k0+895742.92742.827 0.093 4.3622.14 0.14 742.92742.830 0.090 4.3622.07 0.07 k0+920742.851742.760 0.091 4.3622.09 0.09 742.851742.764 0.087 4.3622.00 0.00 允许偏差（%）不小于面层横坡，且不大于面层横坡0.2检查点数194合格点数194合格率（%）100 横坡检验记录表 C-126施工负责人：质量检查员：驻地监理工程师：
