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1、Four short words sum up what has lifted most successful individuals above the crowd: a little bit more.-author-date横坡检验记录表XXXXXXXXXXXX公路工程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
2、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 0.02 743.39743.302 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.
3、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 4.3622.04 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.
4、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+740743.214743.120 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
5、.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+840743.071742.984 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.
6、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:-