纵、横断面检查记录施表15

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1、检查地点桩号水准点高程转点读数后视读数横向位置屮视读数实测高程设计高程误差横坡度％设计实测K5+96036.1951.455左1.65635.99435.984+101.51.46中1.60636.04436.036+8右1.65535.99535.984+111.51.43K6+100左0.94236.29336.288+51.51.57中0.83836.34736.340+7右0.89136.29436.288+61.51.54K6+360左1.54936.09936.090+91.51.48中1.18636.16236.154+8右1.54836.10036.090+101

2、.51.45K6+740左1.04836.33736.331+61.51.54中0.99436.39136.383+8右1.04536.34036.331+91.51.45工稈名称：房山区窦公路人修工程结构层次：K5+900-K8+786沥青混凝土施工单位：北京鑫峰建设投资有限公司编号:施表15检查地点桩号水准点高程转点读数后视读数横向位置屮视读数实测高程设计高程误差横坡度％设计实测K7+160左1.03536.59036.580+101.51.40中0.98636.63936.633+6右1.03436.59136.580+111.51.37K7+600左1.21936.646

3、36.637+91.51.31中1.17336.69236.690+2右1.23536.63036.637-71.51.77K8+02036.9641.055左1.50236.51736.513+41.00.97中1.46836.55136.548+3右1.43336.58636.583+31.01.0K8+740左1.67736.55036.541+91.51.48中1.62536.60236.594+8右1.67936.54836.541+71.51.54工稈名称：房山区窦公路人修工程结构层次：K5+900-K8+786沥青混凝土施工单位：北京鑫峰建设投资有限公司编号:施表1

4、5检查地点桩号水准点高程转点读数后视读数横向位置屮视读数实测高程设计高程误差横坡度％设计实测K2+94038.1011.574左1.56538.1103&118-81.51.77中1.48538.19038.186+4右1.55338.12238.118+41.51.5K3+12038.1751.631左1.76638.0403&034+61.51.51中1.71338.09338.086+7右1.76438.0423&034+81.51.51K3+800左1.48637.58237.576-81.51.09中1.44837.62037.628~6右1.49837.57037.5

5、76-91.51.43K4+180左1.59437.25937.252+71.51.50中1.54237.31137.304+7右1.59337.26037.252+81.51.46工稈名称：房山区窦公路人修工程结构层次：K2+900-K5+900沥青混凝土施工单位：北京鑫峰建设投资有限公司编号:施表15检查地点桩号水准点高程转点读数后视读数横向位置屮视读数实测高程设计高程误差横坡度％设计实测K4+820左1.23236.15036.161-111.01.0中1.27736.10536.116-11右1.32136.06136.071-101.00.97K5+14035.7131

6、.427左1.19035.95035.962-121.00.84中1.22835.91235.917-5右1.27035.87035.872-21.00.93K5+680左1.29835.74235.734+81.01.0中1.26335.77735.769+8右1.22835.81235.804+81.01.0K5+840左1.79335.78935.792-31.00.94中1.76035.82235.827-5右1.72635.85635.862-61.00.97工稈名称：房山区窦公路人修工程结构层次：K2+900-K5+900沥青混凝土施工单位：北京鑫峰建设投资有限公司编

7、号:施表15