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1、K251+810K252+420横断面测量记录表项目名称：广东省龙川至怀集公路合 同段：TJ29标施工单位：广东省长大公路工程有限公司监理单位：中国公路工程咨询集团有限公司里程桩左侧中心桩右侧高程 距离高程 距离高程 距离K251+81054.47856.59661.53665.70666.30563.190-18.779-15.6842.58610.97414.77921.542K251+82060.53362.22369.47369.42869.60667.43666.34960.929-21.106-18.203-1.860-0.1106.70612.36415.24623.012K25
2、1+84063.97165.41667.46370.59471.75072.86271.96670.66167.66859.87857.96757.096-23.951-21.873-18.204-14.267-11.883-8.329-3.696-1.3892.63112.81917.16519.083K251+86062.82364.17964.63366.08466.39067.67767.89369.00769.16067.99565.24063.84460.22457.72055.328-23.371-22.279-20.159-19.401-17.594-16.750-14.919
3、-11.983-8.172-6.199-1.8251.0576.90012.25117.396K251+88065.72167.60068.73668.60467.77067.23056.06555.07553.48553.15349.97949.54947.38643.99940.038-25.836-22.013-17.510-15.044-14.612-10.5071.2706.0389.05310.09616.08018.02625.55833.62244.79338.80837.75737.53047.87851.02953.449K251+90065.52066.18964.269
4、61.47759.42754.91453.66950.74348.09542.78841.331-24.019-17.171-9.446-4.085-0.3817.8898.51514.30222.69630.48435.315K251+92062.94462.17761.19159.91456.61853.64151.36548.71745.21743.12741.04638.91437.90136.72936.071-19.761-15.740-11.997-7.205-0.2026.94111.49916.92023.11728.70033.99440.26543.28549.23650.279说明：1、表中横断面左侧或右侧距离为中心桩至左侧或右侧各点的距离，左侧距离为负，右侧距离为正，中心桩距离为02、横断面测量采用全站仪对边测量法测量。记录:计算:复核:测量监理工程师:
