道路高程测量成果记录表-路基回填

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道路高程测量成果记录表,,,,,,,,,,,,,,,,,,,,,,

工程名称,,信利项目相关道路工程设计、施工总承包,,,,,测量部位,,,工业大道K0+040～K0+160段路基分层回填第1层,,,,,后视读数（m）,,0.475,,,,,

施工单位,,贵州建工集团有限公司,,,,,水准点编号及高程（m）,,,GYDD-01411.632,,仪器高（m）,,412.107,测量日期,,2018.5.25,,,桩号,设计路床顶,第1层高程

项目,,,测量及计算数据,,,,,,,,,,,,,,,,,K0+040,413.36,411.62

,,,桩号,左37.5m,左22.5m,左11m,中桩,右11m,右22.5m,右37.5m,桩号,左37.5m,左22.5m,左11m,中桩,右11m,右22.5m,右37.5m,,K0+060,413.09,411.35

前视读数（m),,,K0+040,1.059,0.819,0.652,0.483,0.637,0.817,1.060,K0+060,1.310,1.093,0.916,0.738,0.927,1.100,1.319,,K0+080,412.82,411.08

实测高程（m),,,,411.049,411.289,411.442,411.624,411.470,411.290,411.048,,410.798,411.015,411.191,411.369,411.180,411.008,410.789,,K0+100,412.55,410.81

设计高程（m),,,,411.058,411.283,411.455,411.620,411.455,411.283,411.058,,410.788,411.013,411.185,411.350,411.185,411.013,410.788,,K0+120,412.28,410.54

高程偏差值（mm),,,,-9,6,-13,4,15,7,-10,,10,2,6,19,-5,-5,1,,K0+140,412.01,410.27

设计横坡（%）,,,,1.50,1.50,1.50,\,1.50,1.50,1.50,,1.50,1.50,1.50,\,1.50,1.50,1.50,,K0+160,411.74,410

实测横坡（%）,,,,1.60,1.33,1.65,\,1.40,1.57,1.61,,1.45,1.53,1.62,\,1.72,1.50,1.46,,K0+180,411.47,409.73

横坡偏差值（%）,,,,0.10,-0.17,0.15,\,-0.10,0.07,0.11,,-0.05,0.03,0.12,\,0.22,-0.00,-0.04,,,,

前视读数（m),,,K0+080,1.576,1.366,1.211,1.011,1.197,1.382,1.599,K0+100,1.845,1.646,1.476,1.304,1.445,1.647,1.879,,,,

实测高程（m),,,,410.532,410.742,410.896,411.096,410.910,410.725,410.509,,410.263,410.462,410.631,410.803,410.662,410.461,410.229,,,,

设计高程（m),,,,410.518,410.743,410.915,411.080,410.915,410.743,410.518,,410.248,410.473,410.645,410.810,410.645,410.473,410.248,,,,

高程偏差值（mm),,,,14,-1,-19,16,-5,-18,-9,,15,-11,-14,-7,17,-12,-19,,,,

设计横坡（%）,,,,1.50,1.50,1.50,\,1.50,1.50,1.50,,1.50,1.50,1.50,\,1.50,1.50,1.50,,,,

实测横坡（%）,,,,1.40,1.34,1.82,\,1.69,1.61,1.44,,1.33,1.47,1.56,\,1.28,1.75,1.55,,,,

横坡偏差值（%）,,,,-0.10,-0.16,0.32,\,0.19,0.11,-0.06,,-0.17,-0.03,0.06,\,-0.22,0.25,0.05,,,,

横断面测点示意图,,,,,,,,,,,,,,,,,,,,,,

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注：高程数据为现场实测，横坡及偏差等以现场数据为依据采用电脑进行计算并整理。,,,,,,,,,,,,,,,,,,,,,,

测量：,,,,复核：,,,计算：,,,,技术负责人：,,,,监理单位：,,,,,,,

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道路高程测量成果记录表,,,,,,,,,,,,,,,,,,,,,,

工程名称,,信利项目相关道路工程设计、施工总承包,,,,,测量部位,,,工业大道K0+040～K0+160段路基分层回填第1层,,,,,后视读数（m）,,0.475,,,,,

施工单位,,贵州建工集团有限公司,,,,,水准点编号及高程（m）,,,GYDD-01411.632,,仪器高（m）,,412.107,测量日期,,2018.5.25,,,,,

项目,,,测量及计算数据,,,,,,,,,,,,,,,,,,,

,,,桩号,左37.5m,左22.5m,左11m,中桩,右11m,右22.5m,右37.5m,桩号,左37.5m,左22.5m,左11m,中桩,右11m,右22.5m,右37.5m,,,,

前视读数（m),,,K0+120,2.145,1.908,1.732,1.578,1.737,1.892,2.133,K0+140,2.408,2.158,1.984,1.821,1.990,2.180,2.413,,,,

实测高程（m),,,,409.963,410.200,410.379,410.529,410.370,410.216,409.975,,409.700,409.950,410.123,410.286,410.117,409.928,409.695,,,,

设计高程（m),,,,409.978,410.203,410.375,410.540,410.375,410.203,409.978,,409.708,409.933,410.105,410.270,410.105,409.933,409.708,,,,

高程偏差值（mm),,,,-15,-3,4,-11,-5,13,-3,,-8,17,18,16,12,-5,-13,,,,

设计横坡（%）,,,,1.50,1.50,1.50,\,1.50,1.50,1.50,,1.50,1.50,1.50,\,1.50,1.50,1.50,,,,

实测横坡（%）,,,,1.58,1.56,1.36,\,1.45,1.34,1.61,,1.67,1.51,1.48,\,1.54,1.65,1.55,,,,

横坡偏差值（%）,,,,0.08,0.06,-0.14,\,-0.05,-0.16,0.11,,0.17,0.01,-0.02,\,0.04,0.15,0.05,,,,

前视读数（m),,,K0+160,2.683,2.442,2.275,2.119,2.275,2.435,2.661,K0+180,2.932,2.703,2.544,2.370,2.559,2.700,2.955,,,,

实测高程（m),,,,409.425,409.666,409.832,409.988,409.832,409.672,409.447,,409.176,409.404,409.563,409.737,409.548,409.407,409.153,,,,

设计高程（m),,,,409.438,409.663,409.835,410.000,409.835,409.663,409.438,,409.168,409.393,409.565,409.730,409.565,409.393,409.168,,,,

高程偏差值（mm),,,,-13,3,-3,-12,-3,9,9,,8,11,-2,7,-17,14,-15,,,,

设计横坡（%）,,,,1.50,1.50,1.50,\,1.50,1.50,1.50,,1.50,1.50,1.50,\,1.50,1.50,1.50,,,,

实测横坡（%）,,,,1.61,1.45,1.42,\,1.42,1.40,1.50,,1.52,1.39,1.58,\,1.72,1.23,1.69,,,,

横坡偏差值（%）,,,,0.11,-0.05,-0.08,\,-0.08,-0.10,0.00,,0.02,-0.11,0.08,\,0.22,-0.27,0.19,,,,

横断面测点示意图,,,,,,,,,,,,,,,,,,,,,,

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注：高程数据为现场实测，横坡及偏差等以现场数据为依据采用电脑进行计算并整理。,,,,,,,,,,,,,,,,,,,,,,

测量：,,,,复核：,,,计算：,,,,技术负责人：,,,,监理单位：,,,,,,,

,,,,,,,,,,,,,,,,,,,,,,,

道路高程测量成果记录表,,,,,,,,,,,,,,,,,,,,,,

工程名称,,信利项目相关道路工程设计、施工总承包,,,,,测量部位,,,工业大道K0+040～K0+160段路基分层回填第2层,,,,,后视读数（m）,,1.094,,,,,

施工单位,,贵州建工集团有限公司,,,,,水准点编号及高程（m）,,,GYDD-01411.632,,仪器高（m）,,412.726,测量日期,,2018.5.25,,,,,

项目,,,测量及计算数据,,,,,,,,,,,,,,,,,,,

,,,桩号,左37.5m,左22.5m,左11m,中桩,右11m,右22.5m,右37.5m,桩号,左37.5m,左22.5m,左11m,中桩,右11m,右22.5m,右37.5m,,,,

前视读数（m),,,K0+040,1.363,1.134,0.971,0.789,0.976,1.145,1.351,K0+060,1.656,1.416,1.247,1.094,1.234,1.402,1.647,,,,

实测高程（m),,,,411.364,411.592,411.768,411.937,411.750,411.581,411.376,,411.070,411.310,411.479,411.632,411.492,411.325,411.080,,,,

设计高程（m),,,,411.358,411.583,411.755,411.920,411.755,411.583,411.358,,411.088,411.313,411.485,411.650,411.485,411.313,411.088,,,,

高程偏差值（mm),,,,6,9,13,17,-5,-2,18,,-18,-3,-6,-18,7,12,-8,,,,

设计横坡（%）,,,,1.50,1.50,1.50,\,1.50,1.50,1.50,,1.50,1.50,1.50,\,1.50,1.50,1.50,,,,

实测横坡（%）,,,,1.52,1.53,1.54,\,1.70,1.47,1.37,,1.60,1.47,1.39,\,1.27,1.46,1.63,,,,

横坡偏差值（%）,,,,0.02,0.03,0.04,\,0.20,-0.03,-0.13,,0.10,-0.03,-0.11,\,-0.23,-0.04,0.13,,,,

前视读数（m),,,K0+080,1.909,1.685,1.510,1.339,1.515,1.685,1.909,K0+100,2.159,1.958,1.769,1.617,1.779,1.951,2.174,,,,

实测高程（m),,,,410.818,411.041,411.216,411.387,411.211,411.041,410.817,,410.567,410.768,410.957,411.109,410.947,410.775,410.552,,,,

设计高程（m),,,,410.818,411.043,411.215,411.380,411.215,411.043,410.818,,410.548,410.773,410.945,411.110,410.945,410.773,410.548,,,,

高程偏差值（mm),,,,0,-2,1,7,-4,-2,-1,,19,-5,12,-1,2,2,4,,,,

设计横坡（%）,,,,1.50,1.50,1.50,\,1.50,1.50,1.50,,1.50,1.50,1.50,\,1.50,1.50,1.50,,,,

实测横坡（%）,,,,1.49,1.53,1.55,\,1.60,1.48,1.49,,1.34,1.65,1.38,\,1.47,1.50,1.49,,,,

横坡偏差值（%）,,,,-0.01,0.03,0.05,\,0.10,-0.02,-0.01,,-0.16,0.15,-0.12,\,-0.03,-0.00,-0.01,,,,

横断面测点示意图,,,,,,,,,,,,,,,,,,,,,,

,,,,,,,,,,,,,,,,,,,,,,,

注：高程数据为现场实测，横坡及偏差等以现场数据为依据采用电脑进行计算并整理。,,,,,,,,,,,,,,,,,,,,,,

测量：,,,,复核：,,,计算：,,,,技术负责人：,,,,监理单位：,,,,,,,

,,,,,,,,,,,,,,,,,,,,,,,

道路高程测量成果记录表,,,,,,,,,,,,,,,,,,,,,,

工程名称,,信利项目相关道路工程设计、施工总承包,,,,,测量部位,,,工业大道K0+040～K0+160段路基分层回填第2层,,,,,后视读数（m）,,0.475,,,,,

施工单位,,贵州建工集团有限公司,,,,,水准点编号及高程（m）,,,GYDD-01411.632,,仪器高（m）,,412.107,测量日期,,2018.5.25,,,,,

项目,,,测量及计算数据,,,,,,,,,,,,,,,,,,,

,,,桩号,左37.5m,左22.5m,左11m,中桩,右11m,右22.5m,右37.5m,桩号,左37.5m,左22.5m,左11m,中桩,右11m,右22.5m,右37.5m,,,,

前视读数（m),,,K0+120,1.836,1.615,1.432,1.248,1.420,1.613,1.819,K0+140,2.099,1.870,1.697,1.523,1.709,1.887,2.089,,,,

实测高程（m),,,,410.272,410.493,410.678,410.859,410.687,410.495,410.289,,410.009,410.237,410.410,410.584,410.398,410.220,410.019,,,,

设计高程（m),,,,410.278,410.503,410.675,410.840,410.675,410.503,410.278,,410.008,410.233,410.405,410.570,410.405,410.233,410.008,,,,

高程偏差值（mm),,,,-6,-10,3,19,12,-8,11,,1,4,5,14,-7,-13,11,,,,

设计横坡（%）,,,,1.50,1.50,1.50,\,1.50,1.50,1.50,,1.50,1.50,1.50,\,1.50,1.50,1.50,,,,

实测横坡（%）,,,,1.47,1.61,1.65,\,1.56,1.67,1.37,,1.52,1.51,1.58,\,1.69,1.55,1.34,,,,

横坡偏差值（%）,,,,-0.03,0.11,0.15,\,0.06,0.17,-0.13,,0.02,0.01,0.08,\,0.19,0.05,-0.16,,,,

前视读数（m),,,K0+160,2.352,2.140,1.979,1.802,1.978,2.144,2.375,K0+180,2.623,2.411,2.252,2.095,2.234,2.399,2.623,,,,

实测高程（m),,,,409.756,409.967,410.128,410.305,410.129,409.963,409.732,,409.484,409.696,409.855,410.012,409.873,409.708,409.484,,,,

设计高程（m),,,,409.738,409.963,410.135,410.300,410.135,409.963,409.738,,409.468,409.693,409.865,410.030,409.865,409.693,409.468,,,,

高程偏差值（mm),,,,18,4,-7,5,-6,0,-6,,16,3,-10,-18,8,15,16,,,,

设计横坡（%）,,,,1.50,1.50,1.50,\,1.50,1.50,1.50,,1.50,1.50,1.50,\,1.50,1.50,1.50,,,,

实测横坡（%）,,,,1.41,1.40,1.61,\,1.60,1.45,1.54,,1.41,1.39,1.43,\,1.26,1.44,1.49,,,,

横坡偏差值（%）,,,,-0.09,-0.10,0.11,\,0.10,-0.05,0.04,,-0.09,-0.11,-0.07,\,-0.24,-0.06,-0.01,,,,

横断面测点示意图,,,,,,,,,,,,,,,,,,,,,,

,,,,,,,,,,,,,,,,,,,,,,,

注：高程数据为现场实测，横坡及偏差等以现场数据为依据采用电脑进行计算并整理。,,,,,,,,,,,,,,,,,,,,,,

测量：,,,,复核：,,,计算：,,,,技术负责人：,,,,监理单位：,,,,,,,

,,,,,,,,,,,,,,,,,,,,,,,

道路高程测量成果记录表,,,,,,,,,,,,,,,,,,,,,,

工程名称,,信利项目相关道路工程设计、施工总承包,,,,,测量部位,,,工业大道K0+040～K0+160段路基分层回填第3层,,,,,后视读数（m）,,1.227,,,,,

施工单位,,贵州建工集团有限公司,,,,,水准点编号及高程（m）,,,GYDD-01411.632,,仪器高（m）,,412.859,测量日期,,2018.5.25,,,,,

项目,,,测量及计算数据,,,,,,,,,,,,,,,,,,,

,,,桩号,左37.5m,左22.5m,左11m,中桩,右11m,右22.5m,右37.5m,桩号,左37.5m,左22.5m,左11m,中桩,右11m,右22.5m,右37.5m,,,,

前视读数（m),,,K0+040,1.203,0.990,0.804,0.627,0.806,0.993,1.204,K0+060,1.491,1.249,1.056,0.913,1.068,1.252,1.479,,,,

实测高程（m),,,,411.656,411.869,412.073,412.232,412.053,411.866,411.655,,411.369,411.610,411.803,411.946,411.791,411.607,411.381,,,,

设计高程（m),,,,411.658,411.883,412.055,412.220,412.055,411.883,411.658,,411.388,411.613,411.785,411.950,411.785,411.613,411.388,,,,

高程偏差值（mm),,,,-2,-14,18,12,-2,-17,-3,,-19,-3,18,-4,6,-6,-7,,,,

设计横坡（%）,,,,1.50,1.50,1.50,\,1.50,1.50,1.50,,1.50,1.50,1.50,\,1.50,1.50,1.50,,,,

实测横坡（%）,,,,1.42,1.78,1.45,\,1.63,1.63,1.41,,1.61,1.68,1.30,\,1.41,1.60,1.51,,,,

横坡偏差值（%）,,,,-0.08,0.28,-0.05,\,0.13,0.13,-0.09,,0.11,0.18,-0.20,\,-0.09,0.10,0.01,,,,

前视读数（m),,,K0+080,1.746,1.525,1.344,1.195,1.346,1.518,1.760,K0+100,2.029,1.801,1.612,1.465,1.633,1.766,1.992,,,,

实测高程（m),,,,411.113,411.334,411.515,411.664,411.513,411.341,411.099,,410.830,411.058,411.247,411.394,411.226,411.093,410.867,,,,

设计高程（m),,,,411.118,411.343,411.515,411.680,411.515,411.343,411.118,,410.848,411.073,411.245,411.410,411.245,411.073,410.848,,,,

高程偏差值（mm),,,,-5,-9,0,-16,-2,-2,-19,,-18,-15,2,-16,-19,20,19,,,,

设计横坡（%）,,,,1.50,1.50,1.50,\,1.50,1.50,1.50,,1.50,1.50,1.50,\,1.50,1.50,1.50,,,,

实测横坡（%）,,,,1.47,1.58,1.35,\,1.37,1.50,1.61,,1.52,1.65,1.34,\,1.53,1.16,1.51,,,,

横坡偏差值（%）,,,,-0.03,0.08,-0.15,\,-0.13,-0.00,0.11,,0.02,0.15,-0.16,\,0.03,-0.34,0.01,,,,

横断面测点示意图,,,,,,,,,,,,,,,,,,,,,,

,,,,,,,,,,,,,,,,,,,,,,,

注：高程数据为现场实测，横坡及偏差等以现场数据为依据采用电脑进行计算并整理。,,,,,,,,,,,,,,,,,,,,,,

测量：,,,,复核：,,,计算：,,,,技术负责人：,,,,监理单位：,,,,,,,

,,,,,,,,,,,,,,,,,,,,,,,

道路高程测量成果记录表,,,,,,,,,,,,,,,,,,,,,,

工程名称,,信利项目相关道路工程设计、施工总承包,,,,,测量部位,,,工业大道K0+040～K0+160段路基分层回填第3层,,,,,后视读数（m）,,1.227,,,,,

施工单位,,贵州建工集团有限公司,,,,,水准点编号及高程（m）,,,GYDD-01411.632,,仪器高（m）,,412.859,测量日期,,2018.5.25,,,,,

项目,,,测量及计算数据,,,,,,,,,,,,,,,,,,,

,,,桩号,左37.5m,左22.5m,左11m,中桩,右11m,右22.5m,右37.5m,桩号,左37.5m,左22.5m,左11m,中桩,右11m,右22.5m,右37.5m,,,,

前视读数（m),,,K0+120,2.272,2.045,1.884,1.706,1.868,2.053,2.284,K0+140,2.547,2.345,2.162,1.988,2.149,2.314,2.556,,,,

实测高程（m),,,,410.588,410.814,410.990,411.153,410.991,410.806,410.575,,410.312,410.514,410.697,410.871,410.710,410.545,410.304,,,,

设计高程（m),,,,410.578,410.803,410.975,411.140,410.975,410.803,410.578,,410.308,410.533,410.705,410.870,410.705,410.533,410.308,,,,

高程偏差值（mm),,,,10,11,15,13,16,3,-3,,4,-19,-8,1,5,12,-4,,,,

设计横坡（%）,,,,1.50,1.50,1.50,\,1.50,1.50,1.50,,1.50,1.50,1.50,\,1.50,1.50,1.50,,,,

实测横坡（%）,,,,1.51,1.53,1.48,\,1.47,1.61,1.54,,1.35,1.60,1.58,\,1.46,1.44,1.61,,,,

横坡偏差值（%）,,,,0.01,0.03,-0.02,\,-0.03,0.11,0.04,,-0.15,0.10,0.08,\,-0.04,-0.06,0.11,,,,

前视读数（m),,,K0+160,2.818,2.614,2.432,2.249,2.427,2.609,2.824,K0+180,3.092,2.850,2.697,2.528,2.710,2.861,3.093,,,,

实测高程（m),,,,410.041,410.245,410.427,410.610,410.432,410.250,410.035,,409.767,410.009,410.162,410.331,410.149,409.998,409.766,,,,

设计高程（m),,,,410.038,410.263,410.435,410.600,410.435,410.263,410.038,,409.768,409.993,410.165,410.330,410.165,409.993,409.768,,,,

高程偏差值（mm),,,,3,-18,-8,10,-3,-13,-3,,-1,16,-3,1,-16,5,-2,,,,

设计横坡（%）,,,,1.50,1.50,1.50,\,1.50,1.50,1.50,,1.50,1.50,1.50,\,1.50,1.50,1.50,,,,

实测横坡（%）,,,,1.36,1.59,1.66,\,1.62,1.59,1.43,,1.61,1.33,1.54,\,1.65,1.32,1.55,,,,

横坡偏差值（%）,,,,-0.14,0.09,0.16,\,0.12,0.09,-0.07,,0.11,-0.17,0.04,\,0.15,-0.18,0.05,,,,

横断面测点示意图,,,,,,,,,,,,,,,,,,,,,,

,,,,,,,,,,,,,,,,,,,,,,,

注：高程数据为现场实测，横坡及偏差等以现场数据为依据采用电脑进行计算并整理。,,,,,,,,,,,,,,,,,,,,,,

测量：,,,,复核：,,,计算：,,,,技术负责人：,,,,监理单位：,,,,,,,

,,,,,,,,,,,,,,,,,,,,,,,

道路高程测量成果记录表,,,,,,,,,,,,,,,,,,,,,,

工程名称,,信利项目相关道路工程设计、施工总承包,,,,,测量部位,,,工业大道K0+040～K0+160段路基分层回填第4层,,,,,后视读数（m）,,1.44,,,,,

施工单位,,贵州建工集团有限公司,,,,,水准点编号及高程（m）,,,GYDD-01411.632,,仪器高（m）,,413.072,测量日期,,2018.5.25,,,,,

项目,,,测量及计算数据,,,,,,,,,,,,,,,,,,,

,,,桩号,左37.5m,左22.5m,左11m,中桩,右11m,右22.5m,右37.5m,桩号,左37.5m,左22.5m,左11m,中桩,右11m,右22.5m,右37.5m,,,,

前视读数（m),,,K0+040,1.117,0.872,0.717,0.556,0.731,0.885,1.127,K0+060,1.404,1.152,0.980,0.820,0.987,1.167,1.402,,,,

实测高程（m),,,,411.956,412.201,412.374,412.516,412.341,412.188,411.946,,411.669,411.921,412.092,412.252,412.085,411.906,411.671,,,,

设计高程（m),,,,411.958,412.183,412.355,412.520,412.355,412.183,411.958,,411.688,411.913,412.085,412.250,412.085,411.913,411.688,,,,

高程偏差值（mm),,,,-2,18,19,-4,-14,5,-12,,-19,8,7,2,0,-7,-17,,,,

设计横坡（%）,,,,1.50,1.50,1.50,\,1.50,1.50,1.50,,1.50,1.50,1.50,\,1.50,1.50,1.50,,,,

实测横坡（%）,,,,1.63,1.51,1.29,\,1.59,1.33,1.61,,1.68,1.49,1.45,\,1.52,1.56,1.57,,,,

横坡偏差值（%）,,,,0.13,0.01,-0.21,\,0.09,-0.17,0.11,,0.18,-0.01,-0.05,\,0.02,0.06,0.07,,,,

前视读数（m),,,K0+080,1.651,1.439,1.255,1.109,1.241,1.410,1.643,K0+100,1.929,1.697,1.527,1.351,1.517,1.687,1.932,,,,

实测高程（m),,,,411.422,411.634,411.817,411.963,411.831,411.663,411.430,,411.144,411.376,411.545,411.721,411.555,411.386,411.141,,,,

设计高程（m),,,,411.418,411.643,411.815,411.980,411.815,411.643,411.418,,411.148,411.373,411.545,411.710,411.545,411.373,411.148,,,,

高程偏差值（mm),,,,4,-9,2,-17,16,20,12,,-4,3,0,11,10,13,-7,,,,

设计横坡（%）,,,,1.50,1.50,1.50,\,1.50,1.50,1.50,,1.50,1.50,1.50,\,1.50,1.50,1.50,,,,

实测横坡（%）,,,,1.41,1.60,1.33,\,1.20,1.47,1.55,,1.55,1.47,1.60,\,1.51,1.47,1.63,,,,

横坡偏差值（%）,,,,-0.09,0.10,-0.17,\,-0.30,-0.03,0.05,,0.05,-0.03,0.10,\,0.01,-0.03,0.13,,,,

横断面测点示意图,,,,,,,,,,,,,,,,,,,,,,

,,,,,,,,,,,,,,,,,,,,,,,

注：高程数据为现场实测，横坡及偏差等以现场数据为依据采用电脑进行计算并整理。,,,,,,,,,,,,,,,,,,,,,,

测量：,,,,复核：,,,计算：,,,,技术负责人：,,,,监理单位：,,,,,,,

,,,,,,,,,,,,,,,,,,,,,,,

道路高程测量成果记录表,,,,,,,,,,,,,,,,,,,,,,

工程名称,,信利项目相关道路工程设计、施工总承包,,,,,测量部位,,,工业大道K0+040～K0+160段路基分层回填第4层,,,,,后视读数（m）,,1.44,,,,,

施工单位,,贵州建工集团有限公司,,,,,水准点编号及高程（m）,,,GYDD-01411.632,,仪器高（m）,,413.072,测量日期,,2018.5.25,,,,,

项目,,,测量及计算数据,,,,,,,,,,,,,,,,,,,

,,,桩号,左37.5m,左22.5m,左11m,中桩,右11m,右22.5m,右37.5m,桩号,左37.5m,左22.5m,左11m,中桩,右11m,右22.5m,右37.5m,,,,

前视读数（m),,,K0+120,2.191,1.962,1.797,1.630,1.803,1.985,2.177,K0+140,2.451,2.242,2.078,1.891,2.073,2.244,2.458,,,,

实测高程（m),,,,410.882,411.111,411.258,411.442,411.269,411.088,410.896,,410.622,410.831,410.994,411.181,410.999,410.829,410.615,,,,

设计高程（m),,,,410.878,411.103,411.275,411.440,411.275,411.103,410.878,,410.608,410.833,411.005,411.170,411.005,410.833,410.608,,,,

高程偏差值（mm),,,,4,8,-17,2,-6,-15,18,,14,-2,-11,11,-6,-4,7,,,,

设计横坡（%）,,,,1.50,1.50,1.50,\,1.50,1.50,1.50,,1.50,1.50,1.50,\,1.50,1.50,1.50,,,,

实测横坡（%）,,,,1.53,1.28,1.67,\,1.57,1.58,1.28,,1.39,1.42,1.70,\,1.65,1.48,1.43,,,,

横坡偏差值（%）,,,,0.03,-0.22,0.17,\,0.07,0.08,-0.22,,-0.11,-0.08,0.20,\,0.15,-0.02,-0.07,,,,

前视读数（m),,,K0+160,2.728,2.492,2.325,2.163,2.333,2.527,2.716,K0+180,3.015,2.762,2.592,2.423,2.619,2.760,3.022,,,,

实测高程（m),,,,410.345,410.581,410.747,410.909,410.739,410.546,410.357,,410.058,410.310,410.480,410.649,410.453,410.312,410.050,,,,

设计高程（m),,,,410.338,410.563,410.735,410.900,410.735,410.563,410.338,,410.068,410.293,410.465,410.630,410.465,410.293,410.068,,,,

高程偏差值（mm),,,,7,18,12,9,4,-17,19,,-10,17,15,19,-12,19,-18,,,,

设计横坡（%）,,,,1.50,1.50,1.50,\,1.50,1.50,1.50,,1.50,1.50,1.50,\,1.50,1.50,1.50,,,,

实测横坡（%）,,,,1.57,1.45,1.47,\,1.55,1.68,1.26,,1.68,1.48,1.54,\,1.78,1.23,1.75,,,,

横坡偏差值（%）,,,,0.07,-0.05,-0.03,\,0.05,0.18,-0.24,,0.18,-0.02,0.04,\,0.28,-0.27,0.25,,,,

横断面测点示意图,,,,,,,,,,,,,,,,,,,,,,

,,,,,,,,,,,,,,,,,,,,,,,

注：高程数据为现场实测，横坡及偏差等以现场数据为依据采用电脑进行计算并整理。,,,,,,,,,,,,,,,,,,,,,,

测量：,,,,复核：,,,计算：,,,,技术负责人：,,,,监理单位：,,,,,,,

,,,,,,,,,,,,,,,,,,,,,,,

道路高程测量成果记录表,,,,,,,,,,,,,,,,,,,,,,

工程名称,,信利项目相关道路工程设计、施工总承包,,,,,测量部位,,,工业大道K0+040～K0+160段路基分层回填第5层,,,,,后视读数（m）,,2.051,,,,,

施工单位,,贵州建工集团有限公司,,,,,水准点编号及高程（m）,,,GYDD-01411.632,,仪器高（m）,,413.683,测量日期,,2018.5.25,,,,,

项目,,,测量及计算数据,,,,,,,,,,,,,,,,,,,

,,,桩号,左37.5m,左22.5m,左11m,中桩,右11m,右22.5m,右37.5m,桩号,左37.5m,左22.5m,左11m,中桩,右11m,右22.5m,右37.5m,,,,

前视读数（m),,,K0+040,1.425,1.206,1.028,0.866,1.021,1.190,1.411,K0+060,1.688,1.463,1.312,1.127,1.296,1.459,1.692,,,,

实测高程（m),,,,412.259,412.477,412.643,412.817,412.662,412.493,412.273,,411.996,412.221,412.371,412.556,412.387,412.225,411.992,,,,

设计高程（m),,,,412.258,412.483,412.655,412.820,412.655,412.483,412.258,,411.988,412.213,412.385,412.550,412.385,412.213,411.988,,,,

高程偏差值（mm),,,,1,-6,-12,-3,7,10,15,,8,8,-14,6,2,12,4,,,,

设计横坡（%）,,,,1.50,1.50,1.50,\,1.50,1.50,1.50,,1.50,1.50,1.50,\,1.50,1.50,1.50,,,,

实测横坡（%）,,,,1.45,1.45,1.58,\,1.41,1.47,1.47,,1.50,1.31,1.68,\,1.54,1.41,1.55,,,,

横坡偏差值（%）,,,,-0.05,-0.05,0.08,\,-0.09,-0.03,-0.03,,0.00,-0.19,0.18,\,0.04,-0.09,0.05,,,,

前视读数（m),,,K0+080,1.977,1.721,1.577,1.392,1.554,1.758,1.979,K0+100,2.233,2.006,1.847,1.678,1.826,1.991,2.241,,,,

实测高程（m),,,,411.707,411.962,412.106,412.291,412.129,411.925,411.705,,411.451,411.677,411.836,412.005,411.857,411.692,411.443,,,,

设计高程（m),,,,411.718,411.943,412.115,412.280,412.115,411.943,411.718,,411.448,411.673,411.845,412.010,411.845,411.673,411.448,,,,

高程偏差值（mm),,,,-11,19,-9,11,14,-18,-13,,3,4,-9,-5,12,19,-5,,,,

设计横坡（%）,,,,1.50,1.50,1.50,\,1.50,1.50,1.50,,1.50,1.50,1.50,\,1.50,1.50,1.50,,,,

实测横坡（%）,,,,1.70,1.26,1.68,\,1.47,1.78,1.47,,1.51,1.39,1.54,\,1.35,1.44,1.66,,,,

横坡偏差值（%）,,,,0.20,-0.24,0.18,\,-0.03,0.28,-0.03,,0.01,-0.11,0.04,\,-0.15,-0.06,0.16,,,,

横断面测点示意图,,,,,,,,,,,,,,,,,,,,,,

,,,,,,,,,,,,,,,,,,,,,,,

注：高程数据为现场实测，横坡及偏差等以现场数据为依据采用电脑进行计算并整理。,,,,,,,,,,,,,,,,,,,,,,

测量：,,,,复核：,,,计算：,,,,技术负责人：,,,,监理单位：,,,,,,,

,,,,,,,,,,,,,,,,,,,,,,,

道路高程测量成果记录表,,,,,,,,,,,,,,,,,,,,,,

工程名称,,信利项目相关道路工程设计、施工总承包,,,,,测量部位,,,工业大道K0+040～K0+160段路基分层回填第5层,,,,,后视读数（m）,,2.051,,,,,

施工单位,,贵州建工集团有限公司,,,,,水准点编号及高程（m）,,,GYDD-01411.632,,仪器高（m）,,413.683,测量日期,,2018.5.25,,,,,

项目,,,测量及计算数据,,,,,,,,,,,,,,,,,,,

,,,桩号,左37.5m,左22.5m,左11m,中桩,右11m,右22.5m,右37.5m,桩号,左37.5m,左22.5m,左11m,中桩,右11m,右22.5m,右37.5m,,,,

前视读数（m),,,K0+120,2.489,2.272,2.108,1.926,2.107,2.281,2.494,K0+140,2.776,2.556,2.368,2.208,2.381,2.551,2.774,,,,

实测高程（m),,,,411.195,411.412,411.582,411.757,411.576,411.402,411.190,,410.908,411.127,411.315,411.475,411.302,411.132,410.910,,,,

设计高程（m),,,,411.178,411.403,411.575,411.740,411.575,411.403,411.178,,410.908,411.133,411.305,411.470,411.305,411.133,410.908,,,,

高程偏差值（mm),,,,17,9,7,17,1,-1,12,,0,-6,10,5,-3,-1,2,,,,

设计横坡（%）,,,,1.50,1.50,1.50,\,1.50,1.50,1.50,,1.50,1.50,1.50,\,1.50,1.50,1.50,,,,

实测横坡（%）,,,,1.45,1.48,1.59,\,1.65,1.52,1.41,,1.46,1.64,1.45,\,1.57,1.48,1.48,,,,

横坡偏差值（%）,,,,-0.05,-0.02,0.09,\,0.15,0.02,-0.09,,-0.04,0.14,-0.05,\,0.07,-0.02,-0.02,,,,

前视读数（m),,,K0+160,3.028,2.837,2.664,2.463,2.661,2.813,3.034,K0+180,3.303,3.093,2.906,2.752,2.930,3.085,3.311,,,,

实测高程（m),,,,410.656,410.846,411.019,411.220,411.022,410.871,410.649,,410.381,410.590,410.777,410.931,410.753,410.598,410.372,,,,

设计高程（m),,,,410.638,410.863,411.035,411.200,411.035,410.863,410.638,,410.368,410.593,410.765,410.930,410.765,410.593,410.368,,,,

高程偏差值（mm),,,,18,-17,-16,20,-13,8,11,,13,-3,12,1,-12,5,4,,,,

设计横坡（%）,,,,1.50,1.50,1.50,\,1.50,1.50,1.50,,1.50,1.50,1.50,\,1.50,1.50,1.50,,,,

实测横坡（%）,,,,1.27,1.51,1.83,\,1.80,1.