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

道路高程測(cè)量成果記錄表,,,,,,,,,,,,,,,,,,,,,,,

工程名稱,,長(zhǎng)治至襄垣城際連接線工程,,,,,測(cè)量部位,,,K14+350～K16+200基層頂面,,,,,后視讀數(shù)（m）,,1.214,,,,,,

施工單位,,中鐵十八局集團(tuán)第三工程有限公司,,,,,水準(zhǔn)點(diǎn)編號(hào)及高程（m）,,,JM10918.170,,儀器高（m）,,919.384,測(cè)量日期,,,,,,,,

項(xiàng)目,,,測(cè)量及計(jì)算數(shù)據(jù),,,,,,,,,,,,,,,,,樁號(hào),設(shè)計(jì)路面,路床頂,基層頂

,,,樁號(hào),左13.5m,左7.5m,左1.5m,中樁,右1.5m,右7.5m,右13.5m,樁號(hào),左13.5m,左7.5m,左1.5m,中樁,右1.5m,右7.5m,右13.5m,,K14+350,917.9,917.200,917.800

前視讀數(shù)（m),,,K14+350,1.768,1.677,1.584,1.593,1.588,1.669,1.765,K14+380,2.226,2.156,2.062,2.057,2.064,2.144,2.235,,K14+380,917.431,916.731,917.331

實(shí)測(cè)高程（m),,,,917.616,917.707,917.788,917.791,917.796,917.715,917.619,,917.158,917.228,917.322,917.327,917.320,917.240,917.149,,K14+400,916.972,916.272,916.872

設(shè)計(jì)高程（m),,,,917.620,917.710,917.800,917.800,917.800,917.710,917.620,,917.151,917.241,917.331,917.331,917.331,917.241,917.151,,K14+420,916.421,915.721,916.321

高程偏差值（mm),,,,-4,-3,-12,-9,-4,5,-1,,7,-13,-9,-4,-11,-1,-2,,,,,

設(shè)計(jì)橫坡（%）,,,,1.50,1.50,1.50,\,1.50,1.50,1.50,,1.50,1.50,1.50,\,1.50,1.50,1.50,,,,,

實(shí)測(cè)橫坡（%）,,,,0.61,0.70,0.03,\,-0.05,0.70,0.64,,0.47,0.82,0.05,\,0.06,0.70,0.61,,,,,

橫坡偏差值（%）,,,,-0.89,-0.80,-1.47,\,-1.55,-0.80,-0.86,,-1.03,-0.68,-1.45,\,-1.44,-0.80,-0.89,,,,,

前視讀數(shù)（m),,,K14+400,2.710,2.599,2.530,2.518,2.502,2.592,2.701,K14+420,3.234,3.166,3.079,3.081,3.074,3.170,3.252,,,,,

實(shí)測(cè)高程（m),,,,916.674,916.785,916.854,916.866,916.882,916.792,916.683,,916.150,916.218,916.305,916.303,916.310,916.214,916.132,,,,,

設(shè)計(jì)高程（m),,,,916.692,916.782,916.872,916.872,916.872,916.782,916.692,,916.141,916.231,916.321,916.321,916.321,916.231,916.141,,,,,

高程偏差值（mm),,,,-18,3,-18,-6,10,10,-9,,9,-13,-16,-18,-11,-17,-9,,,,,

設(shè)計(jì)橫坡（%）,,,,1.50,1.50,1.50,\,1.50,1.50,1.50,,1.50,1.50,1.50,\,1.50,1.50,1.50,,,,,

實(shí)測(cè)橫坡（%）,,,,0.74,0.60,0.11,\,-0.15,0.78,0.73,,0.45,0.76,-0.02,\,-0.06,0.83,0.55,,,,,

橫坡偏差值（%）,,,,-0.76,-0.90,-1.39,\,-1.65,-0.72,-0.77,,-1.05,-0.74,-1.52,\,-1.56,-0.67,-0.95,,,,,

橫斷面測(cè)點(diǎn)示意圖,,,,,,,,,,,,,,,,,,,,,,,

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

注：高程數(shù)據(jù)為現(xiàn)場(chǎng)實(shí)測(cè)，橫坡及偏差等以現(xiàn)場(chǎng)數(shù)據(jù)為依據(jù)采用電腦進(jìn)行計(jì)算并整理。,,,,,,,,,,,,,,,,,,,,,,,

測(cè)量：,,,,復(fù)核：,,,計(jì)算：,,,,技術(shù)負(fù)責(zé)人：,,,,監(jiān)理單位：,,,,,,,,

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

道路高程測(cè)量成果記錄表,,,,,,,,,,,,,,,,,,,,,,,

工程名稱,,長(zhǎng)治至襄垣城際連接線工程,,,,,測(cè)量部位,,,K14+350～K16+200基層頂面,,,,,后視讀數(shù)（m）,,1.858,,,,,,

施工單位,,中鐵十八局集團(tuán)第三工程有限公司,,,,,水準(zhǔn)點(diǎn)編號(hào)及高程（m）,,,JM10-1914.741,,儀器高（m）,,916.599,測(cè)量日期,,,,,,,,

項(xiàng)目,,,測(cè)量及計(jì)算數(shù)據(jù),,,,,,,,,,,,,,,,,樁號(hào),設(shè)計(jì)路面,路床頂,基層頂

,,,樁號(hào),左13.5m,左7.5m,左1.5m,中樁,右1.5m,右7.5m,右13.5m,樁號(hào),左13.5m,左7.5m,左1.5m,中樁,右1.5m,右7.5m,右13.5m,,K14+440,915.861,915.161,915.761

前視讀數(shù)（m),,,K14+440,1.014,0.930,0.838,0.836,0.848,0.937,1.030,K14+460,1.584,1.499,1.403,1.411,1.411,1.483,1.588,,K14+460,915.301,914.601,915.201

實(shí)測(cè)高程（m),,,,915.585,915.669,915.763,915.763,915.751,915.662,915.569,,915.015,915.100,915.196,915.188,915.188,915.116,915.011,,K14+480,914.741,914.041,914.641

設(shè)計(jì)高程（m),,,,915.581,915.671,915.761,915.761,915.761,915.671,915.581,,915.021,915.111,915.201,915.201,915.201,915.111,915.021,,K14+500,914.181,913.481,914.081

高程偏差值（mm),,,,4,-2,2,2,-10,-9,-12,,-6,-11,-5,-13,-13,5,-10,,,,,

設(shè)計(jì)橫坡（%）,,,,1.50,1.50,1.50,\,1.50,1.50,1.50,,1.50,1.50,1.50,\,1.50,1.50,1.50,,,,,

實(shí)測(cè)橫坡（%）,,,,0.56,0.82,0.00,\,0.11,0.77,0.62,,0.57,0.83,-0.07,\,0.00,0.63,0.70,,,,,

橫坡偏差值（%）,,,,-0.94,-0.68,-1.50,\,-1.39,-0.73,-0.88,,-0.93,-0.67,-1.57,\,-1.50,-0.87,-0.80,,,,,

前視讀數(shù)（m),,,K14+480,2.157,2.064,1.950,1.957,1.968,2.054,2.131,K14+500,2.699,2.605,2.532,2.513,2.531,2.620,2.688,,,,,

實(shí)測(cè)高程（m),,,,914.442,914.535,914.649,914.642,914.631,914.545,914.468,,913.900,913.994,914.067,914.086,914.068,913.979,913.911,,,,,

設(shè)計(jì)高程（m),,,,914.461,914.551,914.641,914.641,914.641,914.551,914.461,,913.901,913.991,914.081,914.081,914.081,913.991,913.901,,,,,

高程偏差值（mm),,,,-19,-16,8,1,-10,-6,7,,-1,3,-14,5,-13,-12,10,,,,,

設(shè)計(jì)橫坡（%）,,,,1.50,1.50,1.50,\,1.50,1.50,1.50,,1.50,1.50,1.50,\,1.50,1.50,1.50,,,,,

實(shí)測(cè)橫坡（%）,,,,0.62,0.99,-0.06,\,0.10,0.75,0.51,,0.63,0.63,0.17,\,0.16,0.77,0.45,,,,,

橫坡偏差值（%）,,,,-0.88,-0.51,-1.56,\,-1.40,-0.75,-0.99,,-0.87,-0.87,-1.33,\,-1.34,-0.73,-1.05,,,,,

橫斷面測(cè)點(diǎn)示意圖,,,,,,,,,,,,,,,,,,,,,,,

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

注：高程數(shù)據(jù)為現(xiàn)場(chǎng)實(shí)測(cè)，橫坡及偏差等以現(xiàn)場(chǎng)數(shù)據(jù)為依據(jù)采用電腦進(jìn)行計(jì)算并整理。,,,,,,,,,,,,,,,,,,,,,,,

測(cè)量：,,,,復(fù)核：,,,計(jì)算：,,,,技術(shù)負(fù)責(zé)人：,,,,監(jiān)理單位：,,,,,,,,

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

道路高程測(cè)量成果記錄表,,,,,,,,,,,,,,,,,,,,,,,

工程名稱,,長(zhǎng)治至襄垣城際連接線工程,,,,,測(cè)量部位,,,K14+350～K16+200基層頂面,,,,,后視讀數(shù)（m）,,1.858,,,,,,

施工單位,,中鐵十八局集團(tuán)第三工程有限公司,,,,,水準(zhǔn)點(diǎn)編號(hào)及高程（m）,,,JM10-1914.741,,儀器高（m）,,916.599,測(cè)量日期,,,,,,,,

項(xiàng)目,,,測(cè)量及計(jì)算數(shù)據(jù),,,,,,,,,,,,,,,,,樁號(hào),設(shè)計(jì)路面,路床頂,基層頂

,,,樁號(hào),左13.5m,左7.5m,左1.5m,中樁,右1.5m,右7.5m,右13.5m,樁號(hào),左13.5m,左7.5m,左1.5m,中樁,右1.5m,右7.5m,右13.5m,,K14+520,913.621,912.921,913.521

前視讀數(shù)（m),,,K14+520,3.238,3.173,3.078,3.096,3.076,3.179,3.249,K14+540,3.817,3.722,3.655,3.640,3.647,3.726,3.830,,K14+540,913.061,912.361,912.961

實(shí)測(cè)高程（m),,,,913.361,913.426,913.507,913.503,913.523,913.420,913.350,,912.782,912.877,912.944,912.959,912.952,912.873,912.769,,K14+560,912.501,911.801,912.401

設(shè)計(jì)高程（m),,,,913.341,913.431,913.521,913.521,913.521,913.431,913.341,,912.781,912.871,912.961,912.961,912.961,912.871,912.781,,K14+580,911.941,911.241,911.841

高程偏差值（mm),,,,20,-5,-14,-18,2,-11,9,,1,6,-17,-2,-9,2,-12,,,,,

設(shè)計(jì)橫坡（%）,,,,1.50,1.50,1.50,\,1.50,1.50,1.50,,1.50,1.50,1.50,\,1.50,1.50,1.50,,,,,

實(shí)測(cè)橫坡（%）,,,,0.44,0.70,-0.04,\,-0.18,0.90,0.47,,0.63,0.58,0.14,\,0.06,0.69,0.69,,,,,

橫坡偏差值（%）,,,,-1.06,-0.80,-1.54,\,-1.68,-0.60,-1.03,,-0.87,-0.92,-1.36,\,-1.44,-0.81,-0.81,,,,,

前視讀數(shù)（m),,,K14+560,4.369,4.284,4.209,4.191,4.204,4.290,4.368,K14+580,4.943,4.859,4.764,4.772,4.762,4.849,4.941,,,,,

實(shí)測(cè)高程（m),,,,912.230,912.315,912.390,912.408,912.395,912.309,912.231,,911.656,911.740,911.835,911.827,911.837,911.750,911.658,,,,,

設(shè)計(jì)高程（m),,,,912.221,912.311,912.401,912.401,912.401,912.311,912.221,,911.661,911.751,911.841,911.841,911.841,911.751,911.661,,,,,

高程偏差值（mm),,,,9,4,-11,7,-6,-2,10,,-5,-11,-6,-14,-4,-1,-3,,,,,

設(shè)計(jì)橫坡（%）,,,,1.50,1.50,1.50,\,1.50,1.50,1.50,,1.50,1.50,1.50,\,1.50,1.50,1.50,,,,,

實(shí)測(cè)橫坡（%）,,,,0.57,0.65,0.16,\,0.12,0.75,0.52,,0.56,0.83,-0.07,\,-0.09,0.76,0.61,,,,,

橫坡偏差值（%）,,,,-0.93,-0.85,-1.34,\,-1.38,-0.75,-0.98,,-0.94,-0.67,-1.57,\,-1.59,-0.74,-0.89,,,,,

橫斷面測(cè)點(diǎn)示意圖,,,,,,,,,,,,,,,,,,,,,,,

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

注：高程數(shù)據(jù)為現(xiàn)場(chǎng)實(shí)測(cè)，橫坡及偏差等以現(xiàn)場(chǎng)數(shù)據(jù)為依據(jù)采用電腦進(jìn)行計(jì)算并整理。,,,,,,,,,,,,,,,,,,,,,,,

測(cè)量：,,,,復(fù)核：,,,計(jì)算：,,,,技術(shù)負(fù)責(zé)人：,,,,監(jiān)理單位：,,,,,,,,

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

道路高程測(cè)量成果記錄表,,,,,,,,,,,,,,,,,,,,,,,

工程名稱,,長(zhǎng)治至襄垣城際連接線工程,,,,,測(cè)量部位,,,K14+350～K16+200基層頂面,,,,,后視讀數(shù)（m）,,2.581,,,,,,

施工單位,,中鐵十八局集團(tuán)第三工程有限公司,,,,,水準(zhǔn)點(diǎn)編號(hào)及高程（m）,,,JM11-2909.113,,儀器高（m）,,911.694,測(cè)量日期,,,,,,,,

項(xiàng)目,,,測(cè)量及計(jì)算數(shù)據(jù),,,,,,,,,,,,,,,,,樁號(hào),設(shè)計(jì)路面,路床頂,基層頂

,,,樁號(hào),左13.5m,左7.5m,左1.5m,中樁,右1.5m,右7.5m,右13.5m,樁號(hào),左13.5m,左7.5m,左1.5m,中樁,右1.5m,右7.5m,右13.5m,,K14+600,911.381,910.681,911.281

前視讀數(shù)（m),,,K14+600,0.597,0.496,0.413,0.430,0.428,0.493,0.607,K14+620,1.170,1.073,0.974,0.990,0.981,1.069,1.149,,K14+620,910.821,910.121,910.721

實(shí)測(cè)高程（m),,,,911.097,911.198,911.279,911.264,911.266,911.201,911.087,,910.524,910.621,910.720,910.704,910.713,910.625,910.545,,K14+640,910.261,909.561,910.161

設(shè)計(jì)高程（m),,,,911.101,911.191,911.281,911.281,911.281,911.191,911.101,,910.541,910.631,910.721,910.721,910.721,910.631,910.541,,K14+660,909.701,909.001,909.601

高程偏差值（mm),,,,-4,7,-2,-17,-15,10,-14,,-17,-10,-1,-17,-8,-6,4,,,,,

設(shè)計(jì)橫坡（%）,,,,1.50,1.50,1.50,\,1.50,1.50,1.50,,1.50,1.50,1.50,\,1.50,1.50,1.50,,,,,

實(shí)測(cè)橫坡（%）,,,,0.67,0.70,-0.14,\,-0.02,0.57,0.76,,0.65,0.86,-0.15,\,-0.08,0.77,0.53,,,,,

橫坡偏差值（%）,,,,-0.83,-0.80,-1.64,\,-1.52,-0.93,-0.74,,-0.85,-0.64,-1.65,\,-1.58,-0.73,-0.97,,,,,

前視讀數(shù)（m),,,K14+640,1.707,1.638,1.527,1.552,1.550,1.629,1.719,K14+660,2.285,2.179,2.085,2.111,2.111,2.201,2.288,,,,,

實(shí)測(cè)高程（m),,,,909.987,910.056,910.167,910.142,910.144,910.065,909.975,,909.409,909.515,909.609,909.583,909.583,909.493,909.406,,,,,

設(shè)計(jì)高程（m),,,,909.981,910.071,910.161,910.161,910.161,910.071,909.981,,909.421,909.511,909.601,909.601,909.601,909.511,909.421,,,,,

高程偏差值（mm),,,,6,-15,6,-19,-17,-6,-6,,-12,4,8,-18,-18,-18,-15,,,,,

設(shè)計(jì)橫坡（%）,,,,1.50,1.50,1.50,\,1.50,1.50,1.50,,1.50,1.50,1.50,\,1.50,1.50,1.50,,,,,

實(shí)測(cè)橫坡（%）,,,,0.46,0.97,-0.23,\,-0.02,0.69,0.60,,0.71,0.82,-0.24,\,0.00,0.78,0.58,,,,,

橫坡偏差值（%）,,,,-1.04,-0.53,-1.73,\,-1.52,-0.81,-0.90,,-0.79,-0.68,-1.74,\,-1.50,-0.72,-0.92,,,,,

橫斷面測(cè)點(diǎn)示意圖,,,,,,,,,,,,,,,,,,,,,,,

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

注：高程數(shù)據(jù)為現(xiàn)場(chǎng)實(shí)測(cè)，橫坡及偏差等以現(xiàn)場(chǎng)數(shù)據(jù)為依據(jù)采用電腦進(jìn)行計(jì)算并整理。,,,,,,,,,,,,,,,,,,,,,,,

測(cè)量：,,,,復(fù)核：,,,計(jì)算：,,,,技術(shù)負(fù)責(zé)人：,,,,監(jiān)理單位：,,,,,,,,

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

道路高程測(cè)量成果記錄表,,,,,,,,,,,,,,,,,,,,,,,

工程名稱,,長(zhǎng)治至襄垣城際連接線工程,,,,,測(cè)量部位,,,K14+350～K16+200基層頂面,,,,,后視讀數(shù)（m）,,2.581,,,,,,

施工單位,,中鐵十八局集團(tuán)第三工程有限公司,,,,,水準(zhǔn)點(diǎn)編號(hào)及高程（m）,,,JM11-2909.113,,儀器高（m）,,911.694,測(cè)量日期,,,,,,,,

項(xiàng)目,,,測(cè)量及計(jì)算數(shù)據(jù),,,,,,,,,,,,,,,,,樁號(hào),設(shè)計(jì)路面,路床頂,基層頂

,,,樁號(hào),左13.5m,左7.5m,左1.5m,中樁,右1.5m,右7.5m,右13.5m,樁號(hào),左13.5m,左7.5m,左1.5m,中樁,右1.5m,右7.5m,右13.5m,,K14+680,909.141,908.441,909.041

前視讀數(shù)（m),,,K14+680,2.829,2.739,2.653,2.664,2.671,2.747,2.849,K14+700,3.394,3.294,3.213,3.222,3.207,3.319,3.407,,K14+700,908.581,907.881,908.481

實(shí)測(cè)高程（m),,,,908.865,908.955,909.026,909.030,909.023,908.947,908.845,,908.300,908.400,908.481,908.472,908.487,908.375,908.287,,K14+720,908.021,907.321,907.921

設(shè)計(jì)高程（m),,,,908.861,908.951,909.041,909.041,909.041,908.951,908.861,,908.301,908.391,908.481,908.481,908.481,908.391,908.301,,K14+740,907.461,906.761,907.361

高程偏差值（mm),,,,4,4,-15,-11,-18,-4,-16,,-1,9,0,-9,6,-16,-14,,,,,

設(shè)計(jì)橫坡（%）,,,,1.50,1.50,1.50,\,1.50,1.50,1.50,,1.50,1.50,1.50,\,1.50,1.50,1.50,,,,,

實(shí)測(cè)橫坡（%）,,,,0.60,0.62,0.04,\,0.06,0.66,0.68,,0.67,0.70,-0.08,\,-0.14,0.97,0.59,,,,,

橫坡偏差值（%）,,,,-0.90,-0.88,-1.46,\,-1.44,-0.84,-0.82,,-0.83,-0.80,-1.58,\,-1.64,-0.53,-0.91,,,,,

前視讀數(shù)（m),,,K14+720,3.951,3.880,3.770,3.785,3.789,3.862,3.962,K14+740,4.505,4.425,4.333,4.349,4.339,4.430,4.520,,,,,

實(shí)測(cè)高程（m),,,,907.743,907.814,907.924,907.909,907.905,907.832,907.732,,907.189,907.269,907.361,907.345,907.355,907.264,907.174,,,,,

設(shè)計(jì)高程（m),,,,907.741,907.831,907.921,907.921,907.921,907.831,907.741,,907.181,907.271,907.361,907.361,907.361,907.271,907.181,,,,,

高程偏差值（mm),,,,2,-17,3,-12,-16,1,-9,,8,-2,0,-16,-6,-7,-7,,,,,

設(shè)計(jì)橫坡（%）,,,,1.50,1.50,1.50,\,1.50,1.50,1.50,,1.50,1.50,1.50,\,1.50,1.50,1.50,,,,,

實(shí)測(cè)橫坡（%）,,,,0.47,0.96,-0.14,\,0.04,0.63,0.67,,0.53,0.80,-0.15,\,-0.09,0.79,0.60,,,,,

橫坡偏差值（%）,,,,-1.03,-0.54,-1.64,\,-1.46,-0.87,-0.83,,-0.97,-0.70,-1.65,\,-1.59,-0.71,-0.90,,,,,

橫斷面測(cè)點(diǎn)示意圖,,,,,,,,,,,,,,,,,,,,,,,

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

注：高程數(shù)據(jù)為現(xiàn)場(chǎng)實(shí)測(cè)，橫坡及偏差等以現(xiàn)場(chǎng)數(shù)據(jù)為依據(jù)采用電腦進(jìn)行計(jì)算并整理。,,,,,,,,,,,,,,,,,,,,,,,

測(cè)量：,,,,復(fù)核：,,,計(jì)算：,,,,技術(shù)負(fù)責(zé)人：,,,,監(jiān)理單位：,,,,,,,,

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

道路高程測(cè)量成果記錄表,,,,,,,,,,,,,,,,,,,,,,,

工程名稱,,長(zhǎng)治至襄垣城際連接線工程,,,,,測(cè)量部位,,,K14+350～K16+200基層頂面,,,,,后視讀數(shù)（m）,,0.172,,,,,,

施工單位,,中鐵十八局集團(tuán)第三工程有限公司,,,,,水準(zhǔn)點(diǎn)編號(hào)及高程（m）,,,JM11-2909.113,,儀器高（m）,,909.285,測(cè)量日期,,,,,,,,

項(xiàng)目,,,測(cè)量及計(jì)算數(shù)據(jù),,,,,,,,,,,,,,,,,樁號(hào),設(shè)計(jì)路面,路床頂,基層頂

,,,樁號(hào),左13.5m,左7.5m,左1.5m,中樁,右1.5m,右7.5m,右13.5m,樁號(hào),左13.5m,左7.5m,左1.5m,中樁,右1.5m,右7.5m,右13.5m,,K14+760,906.901,906.201,906.801

前視讀數(shù)（m),,,K14+760,2.656,2.592,2.484,2.501,2.488,2.576,2.655,K14+780,3.228,3.151,3.060,3.041,3.051,3.144,3.231,,K14+780,906.341,905.641,906.241

實(shí)測(cè)高程（m),,,,906.629,906.693,906.785,906.784,906.797,906.709,906.630,,906.057,906.134,906.225,906.244,906.234,906.141,906.054,,K14+800,905.781,905.081,905.681

設(shè)計(jì)高程（m),,,,906.621,906.711,906.801,906.801,906.801,906.711,906.621,,906.061,906.151,906.241,906.241,906.241,906.151,906.061,,K14+820,905.221,904.521,905.121

高程偏差值（mm),,,,8,-18,-16,-17,-4,-2,9,,-4,-17,-16,3,-7,-10,-7,,,,,

設(shè)計(jì)橫坡（%）,,,,1.50,1.50,1.50,\,1.50,1.50,1.50,,1.50,1.50,1.50,\,1.50,1.50,1.50,,,,,

實(shí)測(cè)橫坡（%）,,,,0.43,0.80,-0.01,\,-0.12,0.77,0.53,,0.51,0.79,0.17,\,0.09,0.81,0.58,,,,,

橫坡偏差值（%）,,,,-1.07,-0.70,-1.51,\,-1.62,-0.73,-0.97,,-0.99,-0.71,-1.33,\,-1.41,-0.69,-0.92,,,,,

前視讀數(shù)（m),,,K14+800,3.797,3.697,3.597,3.613,3.594,3.707,3.799,K14+820,4.360,4.247,4.162,4.183,4.168,4.249,4.350,,,,,

實(shí)測(cè)高程（m),,,,905.488,905.588,905.688,905.672,905.691,905.578,905.486,,904.925,905.038,905.123,905.102,905.117,905.036,904.935,,,,,

設(shè)計(jì)高程（m),,,,905.501,905.591,905.681,905.681,905.681,905.591,905.501,,904.941,905.031,905.121,905.121,905.121,905.031,904.941,,,,,

高程偏差值（mm),,,,-13,-3,7,-9,10,-13,-15,,-16,7,2,-19,-4,5,-6,,,,,

設(shè)計(jì)橫坡（%）,,,,1.50,1.50,1.50,\,1.50,1.50,1.50,,1.50,1.50,1.50,\,1.50,1.50,1.50,,,,,

實(shí)測(cè)橫坡（%）,,,,0.67,0.87,-0.15,\,-0.17,0.98,0.61,,0.75,0.74,-0.19,\,-0.14,0.70,0.67,,,,,

橫坡偏差值（%）,,,,-0.83,-0.63,-1.65,\,-1.67,-0.52,-0.89,,-0.75,-0.76,-1.69,\,-1.64,-0.80,-0.83,,,,,

橫斷面測(cè)點(diǎn)示意圖,,,,,,,,,,,,,,,,,,,,,,,

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

注：高程數(shù)據(jù)為現(xiàn)場(chǎng)實(shí)測(cè)，橫坡及偏差等以現(xiàn)場(chǎng)數(shù)據(jù)為依據(jù)采用電腦進(jìn)行計(jì)算并整理。,,,,,,,,,,,,,,,,,,,,,,,

測(cè)量：,,,,復(fù)核：,,,計(jì)算：,,,,技術(shù)負(fù)責(zé)人：,,,,監(jiān)理單位：,,,,,,,,

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

道路高程測(cè)量成果記錄表,,,,,,,,,,,,,,,,,,,,,,,

工程名稱,,長(zhǎng)治至襄垣城際連接線工程,,,,,測(cè)量部位,,,K14+350～K16+200基層頂面,,,,,后視讀數(shù)（m）,,4.011,,,,,,

施工單位,,中鐵十八局集團(tuán)第三工程有限公司,,,,,水準(zhǔn)點(diǎn)編號(hào)及高程（m）,,,JM11-3901.298,,儀器高（m）,,905.309,測(cè)量日期,,,,,,,,

項(xiàng)目,,,測(cè)量及計(jì)算數(shù)據(jù),,,,,,,,,,,,,,,,,樁號(hào),設(shè)計(jì)路面,路床頂,基層頂

,,,樁號(hào),左13.5m,左7.5m,左1.5m,中樁,右1.5m,右7.5m,右13.5m,樁號(hào),左13.5m,左7.5m,左1.5m,中樁,右1.5m,右7.5m,右13.5m,,K14+840,904.661,903.961,904.561

前視讀數(shù)（m),,,K14+840,0.927,0.832,0.748,0.746,0.741,0.847,0.939,K14+860,1.503,1.394,1.324,1.309,1.317,1.404,1.482,,K14+860,904.101,903.401,904.001

實(shí)測(cè)高程（m),,,,904.382,904.477,904.543,904.563,904.568,904.462,904.370,,903.806,903.915,903.985,904.000,903.992,903.905,903.827,,K14+880,903.541,902.841,903.441

設(shè)計(jì)高程（m),,,,904.381,904.471,904.561,904.561,904.561,904.471,904.381,,903.821,903.911,904.001,904.001,904.001,903.911,903.821,,K14+900,902.981,902.281,902.881

高程偏差值（mm),,,,1,6,-18,2,7,-9,-11,,-15,4,-16,-1,-9,-6,6,,,,,

設(shè)計(jì)橫坡（%）,,,,1.50,1.50,1.50,\,1.50,1.50,1.50,,1.50,1.50,1.50,\,1.50,1.50,1.50,,,,,

實(shí)測(cè)橫坡（%）,,,,0.63,0.57,0.18,\,-0.05,0.92,0.61,,0.73,0.61,0.14,\,0.07,0.76,0.52,,,,,

橫坡偏差值（%）,,,,-0.87,-0.93,-1.32,\,-1.55,-0.58,-0.89,,-0.77,-0.89,-1.36,\,-1.43,-0.74,-0.98,,,,,

前視讀數(shù)（m),,,K14+880,2.057,1.965,1.881,1.879,1.885,1.974,2.048,K14+900,2.609,2.522,2.441,2.437,2.442,2.537,2.610,,,,,

實(shí)測(cè)高程（m),,,,903.252,903.344,903.428,903.430,903.424,903.335,903.261,,902.700,902.787,902.868,902.872,902.867,902.772,902.699,,,,,

設(shè)計(jì)高程（m),,,,903.261,903.351,903.441,903.441,903.441,903.351,903.261,,902.701,902.791,902.881,902.881,902.881,902.791,902.701,,,,,

高程偏差值（mm),,,,-9,-7,-13,-11,-17,-16,0,,-1,-4,-13,-9,-14,-19,-2,,,,,

設(shè)計(jì)橫坡（%）,,,,1.50,1.50,1.50,\,1.50,1.50,1.50,,1.50,1.50,1.50,\,1.50,1.50,1.50,,,,,

實(shí)測(cè)橫坡（%）,,,,0.61,0.73,0.02,\,0.05,0.77,0.49,,0.58,0.70,0.04,\,0.05,0.83,0.49,,,,,

橫坡偏差值（%）,,,,-0.89,-0.77,-1.48,\,-1.45,-0.73,-1.01,,-0.92,-0.80,-1.46,\,-1.45,-0.67,-1.01,,,,,

橫斷面測(cè)點(diǎn)示意圖,,,,,,,,,,,,,,,,,,,,,,,

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

注：高程數(shù)據(jù)為現(xiàn)場(chǎng)實(shí)測(cè)，橫坡及偏差等以現(xiàn)場(chǎng)數(shù)據(jù)為依據(jù)采用電腦進(jìn)行計(jì)算并整理。,,,,,,,,,,,,,,,,,,,,,,,

測(cè)量：,,,,復(fù)核：,,,計(jì)算：,,,,技術(shù)負(fù)責(zé)人：,,,,監(jiān)理單位：,,,,,,,,

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

道路高程測(cè)量成果記錄表,,,,,,,,,,,,,,,,,,,,,,,

工程名稱,,長(zhǎng)治至襄垣城際連接線工程,,,,,測(cè)量部位,,,K14+350～K16+200基層頂面,,,,,后視讀數(shù)（m）,,4.011,,,,,,

施工單位,,中鐵十八局集團(tuán)第三工程有限公司,,,,,水準(zhǔn)點(diǎn)編號(hào)及高程（m）,,,JM11-3901.298,,儀器高（m）,,905.309,測(cè)量日期,,,,,,,,

項(xiàng)目,,,測(cè)量及計(jì)算數(shù)據(jù),,,,,,,,,,,,,,,,,樁號(hào),設(shè)計(jì)路面,路床頂,基層頂

,,,樁號(hào),左13.5m,左7.5m,左1.5m,中樁,右1.5m,右7.5m,右13.5m,樁號(hào),左13.5m,左7.5m,左1.5m,中樁,右1.5m,右7.5m,右13.5m,,K14+920,902.421,901.721,902.321

前視讀數(shù)（m),,,K14+920,3.156,3.075,2.988,2.978,2.995,3.082,3.165,K14+940,3.730,3.630,3.540,3.564,3.544,3.655,3.741,,K14+940,901.861,901.161,901.761

實(shí)測(cè)高程（m),,,,902.153,902.234,902.312,902.331,902.314,902.227,902.144,,901.579,901.679,901.769,901.745,901.765,901.654,901.568,,K14+960,901.301,900.601,901.201

設(shè)計(jì)高程（m),,,,902.141,902.231,902.321,902.321,902.321,902.231,902.141,,901.581,901.671,901.761,901.761,901.761,901.671,901.581,,K14+980,900.741,900.041,900.641

高程偏差值（mm),,,,12,3,-9,10,-7,-4,3,,-2,8,8,-16,4,-17,-13,,,,,

設(shè)計(jì)橫坡（%）,,,,1.50,1.50,1.50,\,1.50,1.50,1.50,,1.50,1.50,1.50,\,1.50,1.50,1.50,,,,,

實(shí)測(cè)橫坡（%）,,,,0.54,0.68,0.17,\,0.15,0.76,0.55,,0.67,0.78,-0.22,\,-0.18,0.97,0.57,,,,,

橫坡偏差值（%）,,,,-0.96,-0.82,-1.33,\,-1.35,-0.74,-0.95,,-0.83,-0.72,-1.72,\,-1.68,-0.53,-0.93,,,,,

前視讀數(shù)（m),,,K14+960,4.293,4.211,4.105,4.119,4.121,4.188,4.293,K14+980,4.856,4.770,4.679,4.659,4.672,4.748,4.861,,,,,

實(shí)測(cè)高程（m),,,,901.016,901.098,901.204,901.190,901.188,901.121,901.016,,900.453,900.539,900.630,900.650,900.637,900.561,900.448,,,,,

設(shè)計(jì)高程（m),,,,901.021,901.111,901.201,901.201,901.201,901.111,901.021,,900.461,900.551,900.641,900.641,900.641,900.551,900.461,,,,,

高程偏差值（mm),,,,-5,-13,3,-11,-13,10,-5,,-8,-12,-11,9,-4,10,-13,,,,,

設(shè)計(jì)橫坡（%）,,,,1.50,1.50,1.50,\,1.50,1.50,1.50,,1.50,1.50,1.50,\,1.50,1.50,1.50,,,,,

實(shí)測(cè)橫坡（%）,,,,0.55,0.92,-0.13,\,0.02,0.58,0.70,,0.57,0.79,0.18,\,0.12,0.66,0.75,,,,,

橫坡偏差值（%）,,,,-0.95,-0.58,-1.63,\,-1.48,-0.92,-0.80,,-0.93,-0.71,-1.32,\,-1.38,-0.84,-0.75,,,,,

橫斷面測(cè)點(diǎn)示意圖,,,,,,,,,,,,,,,,,,,,,,,

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

注：高程數(shù)據(jù)為現(xiàn)場(chǎng)實(shí)測(cè)，橫坡及偏差等以現(xiàn)場(chǎng)數(shù)據(jù)為依據(jù)采用電腦進(jìn)行計(jì)算并整理。,,,,,,,,,,,,,,,,,,,,,,,

測(cè)量：,,,,復(fù)核：,,,計(jì)算：,,,,技術(shù)負(fù)責(zé)人：,,,,監(jiān)理單位：,,,,,,,,

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

道路高程測(cè)量成果記錄表,,,,,,,,,,,,,,,,,,,,,,,

工程名稱,,長(zhǎng)治至襄垣城際連接線工程,,,,,測(cè)量部位,,,K14+350～K16+200基層頂面,,,,,后視讀數(shù)（m）,,2.559,,,,,,

施工單位,,中鐵十八局集團(tuán)第三工程有限公司,,,,,水準(zhǔn)點(diǎn)編號(hào)及高程（m）,,,BM973899.187,,儀器高（m）,,901.746,測(cè)量日期,,,,,,,,

項(xiàng)目,,,測(cè)量及計(jì)算數(shù)據(jù),,,,,,,,,,,,,,,,,樁號(hào),設(shè)計(jì)路面,路床頂,基層頂

,,,樁號(hào),左13.5m,左7.5m,左1.5m,中樁,右1.5m,右7.5m,右13.5m,樁號(hào),左13.5m,左7.5m,左1.5m,中樁,右1.5m,右7.5m,右13.5m,,K15+000,900.182,899.482,900.082

前視讀數(shù)（m),,,K15+000,1.843,1.764,1.664,1.667,1.665,1.763,1.855,K15+020,2.355,2.265,2.196,2.180,2.194,2.277,2.358,,K15+020,899.669,898.969,899.569

實(shí)測(cè)高程（m),,,,899.903,899.982,900.073,900.079,900.081,899.983,899.891,,899.391,899.481,899.550,899.566,899.552,899.469,899.388,,K15+040,899.222,898.522,899.122

設(shè)計(jì)高程（m),,,,899.902,899.992,900.082,900.082,900.082,899.992,899.902,,899.389,899.479,899.569,899.569,899.569,899.479,899.389,,K15+060,898.842,898.142,898.742

高程偏差值（mm),,,,1,-10,-9,-3,-1,-9,-11,,2,2,-19,-3,-17,-10,-1,,,,,

設(shè)計(jì)橫坡（%）,,,,1.50,1.50,1.50,\,1.50,1.50,1.50,,1.50,1.50,1.50,\,1.50,1.50,1.50,,,,,

實(shí)測(cè)橫坡（%）,,,,0.53,0.79,0.05,\,-0.02,0.85,0.61,,0.60,0.60,0.15,\,0.13,0.72,0.54,,,,,

橫坡偏差值（%）,,,,-0.97,-0.71,-1.45,\,-1.52,-0.65,-0.89,,-0.90,-0.90,-1.35,\,-1.37,-0.78,-0.96,,,,,

前視讀數(shù)（m),,,K15+040,2.809,2.708,2.633,2.629,2.637,2.722,2.806,K15+060,3.203,3.088,3.019,3.007,3.011,3.108,3.178,,,,,

實(shí)測(cè)高程（m),,,,898.937,899.038,899.113,899.117,899.109,899.024,898.940,,898.543,898.658,898.727,898.739,898.735,898.638,898.568,,,,,

設(shè)計(jì)高程（m),,,,898.942,899.032,899.122,899.122,899.122,899.032,898.942,,898.562,898.652,898.742,898.742,898.742,898.652,898.562,,,,,

高程偏差值（mm),,,,-5,6,-9,-5,-13,-8,-2,,-19,6,-15,-3,-7,-14,6,,,,,

設(shè)計(jì)橫坡（%）,,,,1.50,1.50,1.50,\,1.50,1.50,1.50,,1.50,1.50,1.50,\,1.50,1.50,1.50,,,,,

實(shí)測(cè)橫坡（%）,,,,0.67,0.65,0.04,\,0.07,0.74,0.56,,0.77,0.60,0.11,\,0.04,0.84,0.47,,,,,

橫坡偏差值（%）,,,,-0.83,-0.85,-1.46,\,-1.43,-0.76,-0.94,,-0.73,-0.90,-1.39,\,-1.46,-0.66,-1.03,,,,,

橫斷面測(cè)點(diǎn)示意圖,,,,,,,,,,,,,,,,,,,,,,,

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

注：高程數(shù)據(jù)為現(xiàn)場(chǎng)實(shí)測(cè)，橫坡及偏差等以現(xiàn)場(chǎng)數(shù)據(jù)為依據(jù)采用電腦進(jìn)行計(jì)算并整理。,,,,,,,,,,,,,,,,,,,,,,,

測(cè)量：,,,,復(fù)核：,,,計(jì)算：,,,,技術(shù)負(fù)責(zé)人：,,,,監(jiān)理單位：,,,,,,,,

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

道路高程測(cè)量成果記錄表,,,,,,,,,,,,,,,,,,,,,,,

工程名稱,,長(zhǎng)治至襄垣城際連接線工程,,,,,測(cè)量部位,,,K14+350～K16+200基層頂面,,,,,后視讀數(shù)（m）,,2.559,,,,,,

施工單位,,中鐵十八局集團(tuán)第三工程有限公司,,,,,水準(zhǔn)點(diǎn)編號(hào)及高程（m）,,,BM973899.187,,儀器高（m）,,901.746,測(cè)量日期,,,,,,,,

項(xiàng)目,,,測(cè)量及計(jì)算數(shù)據(jù),,,,,,,,,,,,,,,,,樁號(hào),設(shè)計(jì)路面,路床頂,基層頂

,,,樁號(hào),左13.5m,左7.5m,左1.5m,中樁,右1.5m,右7.5m,右13.5m,樁號(hào),左13.5m,左7.5m,左1.5m,中樁,右1.5m,右7.5m,右13.5m,,K15+080,898.529,897.829,898.429

前視讀數(shù)（m),,,K15+080,3.498,3.398,3.317,3.323,3.326,3.397,3.491,K15+100,3.755,3.668,3.577,3.562,3.565,3.671,3.743,,K15+100,898.282,897.582,898.182

實(shí)測(cè)高程（m),,,,898.248,898.348,898.424,898.423,898.420,898.349,898.255,,897.991,898.078,898.169,898.184,898.181,898.075,898.003,,K15+120,898.081,897.381,897.981

設(shè)計(jì)高程（m),,,,898.249,898.339,898.429,898.429,898.429,898.339,898.249,,898.002,898.092,898.182,898.182,898.182,898.092,898.002,,K15+140,897.881,897.181,897.781

高程偏差值（mm),,,,-1,9,-5,-6,-9,10,6,,-11,-14,-13,2,-1,-17,1,,,,,

設(shè)計(jì)橫坡（%）,,,,1.50,1.50,1.50,\,1.50,1.50,1.50,,1.50,1.50,1.50,\,1.50,1.50,1.50,,,,,

實(shí)測(cè)橫坡（%）,,,,0.67,0.66,-0.01,\,0.03,0.62,0.63,,0.58,0.79,0.14,\,0.03,0.92,0.48,,,,,

橫坡偏差值（%）,,,,-0.83,-0.84,-1.51,\,-1.47,-0.88,-0.87,,-0.92,-0.71,-1.36,\,-1.47,-0.58,-1.02,,,,,

前視讀數(shù)（m),,,K15+120,3.945,3.853,3.757,3.757,3.766,3.871,3.942,K15+140,4.156,4.062,3.980,3.955,3.971,4.061,4.152,,,,,

實(shí)測(cè)高程（m),,,,897.801,897.893,897.989,897.989,897.980,897.875,897.804,,897.590,897.684,897.766,897.791,897.775,897.685,897.594,,,,,

設(shè)計(jì)高程（m),,,,897.801,897.891,897.981,897.981,897.981,897.891,897.801,,897.601,897.691,897.781,897.781,897.781,897.691,897.601,,,,,

高程偏差值（mm),,,,0,2,8,8,-1,-16,3,,-11,-7,-15,10,-6,-6,-7,,,,,

設(shè)計(jì)橫坡（%）,,,,1.50,1.50,1.50,\,1.50,1.50,1.50,,1.50,1.50,1.50,\,1.50,1.50,1.50,,,,,

實(shí)測(cè)橫坡（%）,,,,0.61,0.83,0.00,\,0.08,0.91,0.47,,0.63,0.71,0.23,\,0.15,0.78,0.61,,,,,

橫坡偏差值（%）,,,,-0.89,-0.67,-1.50,\,-1.42,-0.59,-1.03,,-0.87,-0.79,-1.27,\,-1.35,-0.72,-0.89,,,,,

橫斷面測(cè)點(diǎn)示意圖,,,,,,,,,,,,,,,,,,,,,,,

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

注：高程數(shù)據(jù)為現(xiàn)場(chǎng)實(shí)測(cè)，橫坡及偏差等以現(xiàn)場(chǎng)數(shù)據(jù)為依據(jù)采用電腦進(jìn)行計(jì)算并整理。,,,,,,,,,,,,,,,,,,,,,,,

測(cè)量：,,,,復(fù)核：,,,計(jì)算：,,,,技術(shù)負(fù)責(zé)人：,,,,監(jiān)理單位：,,,,,,,,

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

道路高程測(cè)量成果記錄表,,,,,,,,,,,,,,,,,,,,,,,

工程名稱,,長(zhǎng)治至襄垣城際連接線工程,,,,,測(cè)量部位,,,K14+350～K16+200基層頂面,,,,,后視讀數(shù)（m）,,2.559,,,,,,

施工單位,,中鐵十八局集團(tuán)第三工程有限公司,,,,,水準(zhǔn)點(diǎn)編號(hào)及高程（m）,,,BM973899.187,,儀器高（m）,,901.746,測(cè)量日期,,,,,,,,

項(xiàng)目,,,測(cè)量及計(jì)算數(shù)據(jù),,,,,,,,,,,,,,,,,樁號(hào),設(shè)計(jì)路面,路床頂,基層頂

,,,樁號(hào),左13.5m,左7.5m,左1.5m,中樁,右1.5m,右7.5m,右13.5m,樁號(hào),左13.5m,左7.5m,左1.5m,中樁,右1.5m,右7.5m,右13.5m,,K15+160,897.681,896.981,897.581

前視讀數(shù)（m),,,K15+160,4.339,4.260,4.165,4.183,4.158,4.251,4.347,K15+180,4.538,4.456,4.383,4.356,4.381,4.461,4.564,,K15+180,897.481,896.781,897.381

實(shí)測(cè)高程（m),,,,897.407,897.486,897.585,897.563,897.588,897.495,897.399,,897.208,897.290,897.363,897.390,897.365,897.285,897.182,,K15+200,897.281,896.581,897.181

設(shè)計(jì)高程（m),,,,897.401,897.491,897.581,897.581,897.581,897.491,897.401,,897.201,897.291,897.381,897.381,897.381,897.291,897.201,,K15+220,897.081,896.381,896.981

高程偏差值（mm),,,,6,-5,4,-18,7,4,-2,,7,-1,-18,9,-16,-6,-19,,,,,

設(shè)計(jì)橫坡（%）,,,,1.50,1.50,1.50,\,1.50,1.50,1.50,,1.50,1.50,1.50,\,1.50,1.50,1.50,,,,,

實(shí)測(cè)橫坡（%）,,,,0.53,0.86,-0.20,\,-0.23,0.81,0.64,,0.55,0.63,0.25,\,0.23,0.70,0.69,,,,,

橫坡偏差值（%）,,,,-0.97,-0.64,-1.70,\,-1.73,-0.69,-0.86,,-0.95,-0.87,-1.25,\,-1.27,-0.80,-0.81,,,,,

前視讀數(shù)（m),,,K15+200,4.738,4.662,4.561,4.561,4.564,4.673,4.743,K15+220,4.938,4.856,4.776,4.773,4.767,4.854,4.942,,,,,

實(shí)測(cè)高程（m),,,,897.008,897.084,897.185,897.185,897.182,897.073,897.003,,896.808,896.890,896.970,896.973,896.979,896.892,896.804,,,,,

設(shè)計(jì)高程（m),,,,897.001,897.091,897.181,897.181,897.181,897.091,897.001,,896.801,896.891,896.981,896.981,896.981,896.891,896.801,,,,,

高程偏差值（mm),,,,7,-7,4,4,1,-18,2,,7,-1,-11,-8,-2,1,3,,,,,

設(shè)計(jì)橫坡（%）,,,,1.50,1.50,1.50,\,1.50,1.50,1.50,,1.50,1.50,1.50,\,1.50,1.50,1.50,,,,,

實(shí)測(cè)橫坡（%）,,,,0.51,0.88,0.00,\,0.03,0.95,0.47,,0.55,0.70,0.03,\,-0.05,0.76,0.59,,,,,

橫坡偏差值（%）,,,,-0.99,-0.62,-1.50,\,-1.47,-0.55,-1.03,,-0.95,-0.80,-1.47,\,-1.55,-0.74,-0.91,,,,,

橫斷面測(cè)點(diǎn)示意圖,,,,,,,,,,,,,,,,,,,,,,,

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

注：高程數(shù)據(jù)為現(xiàn)場(chǎng)實(shí)測(cè)，橫坡及偏差等以現(xiàn)場(chǎng)數(shù)據(jù)為依據(jù)采用電腦進(jìn)行計(jì)算并整理。,,,,,,,,,,,,,,,,,,,,,,,

測(cè)量：,,,,復(fù)核：,,,計(jì)算：,,,,技術(shù)負(fù)責(zé)人：,,,,監(jiān)理單位：,,,,,,,,

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

道路高程測(cè)量成果記錄表,,,,,,,,,,,,,,,,,,,,,,,

工程名稱,,長(zhǎng)治至襄垣城際連接線工程,,,,,測(cè)量部位,,,K14+350～K16+200基層頂面,,,,,后視讀數(shù)（m）,,2.006,,,,,,

施工單位,,中鐵十八局集團(tuán)第三工程有限公司,,,,,水準(zhǔn)點(diǎn)編號(hào)及高程（m）,,,BM4-0895.881,,儀器高（m）,,897.887,測(cè)量日期,,,,,,,,

項(xiàng)目,,,測(cè)量及計(jì)算數(shù)據(jù),,,,,,,,,,,,,,,,,樁號(hào),設(shè)計(jì)路面,路床頂,基層頂

,,,樁號(hào),左13.5m,左7.5m,左1.5m,中樁,右1.5m,右7.5m,右13.5m,樁號(hào),左13.5m,左7.5m,左1.5m,中樁,右1.5m,右7.5m,右13.5m,,K15+240,896.881,896.181,896.781

前視讀數(shù)（m),,,K15+240,1.277,1.196,1.106,1.115,1.105,1.189,1.290,K15+260,1.496,1.387,1.312,1.304,1.308,1.386,1.479,,K15+260,896.681,895.981,896.581

實(shí)測(cè)高程（m),,,,896.610,896.691,896.790,896.772,896.782,896.698,896.597,,896.391,896.500,896.575,896.583,896.579,896.501,896.408,,K15+280,896.481,895.781,896.381

設(shè)計(jì)高程（m),,,,896.601,896.691,896.781,896.781,896.781,896.691,896.601,,896.401,896.491,896.581,896.581,896.581,896.491,896.401,,K15+300,896.281,895.581,896.181

高程偏差值（mm),,,,9,0,9,-9,1,7,-4,,-10,9,-6,2,-2,10,7,,,,,

設(shè)計(jì)橫坡（%）,,,,1.50,1.50,1.50,\,1.50,1.50,1.50,,1.50,1.50,1.50,\,1.50,1.50,1.50,,,,,

實(shí)測(cè)橫坡（%）,,,,0.54,0.86,-0.16,\,-0.09,0.73,0.67,,0.73,0.65,0.07,\,0.04,0.68,0.62,,,,,

橫坡偏差值（%）,,,,-0.96,-0.64,-1.66,\,-1.59,-0.77,-0.83,,-0.77,-0.85,-1.43,\,-1.46,-0.82,-0.88,,,,,

前視讀數(shù)（m),,,K15+280,1.687,1.601,1.512,1.523,1.507,1.599,1.681,K15+300,1.903,1.796,1.708,1.703,1.712,1.792,1.887,,,,,

實(shí)測(cè)高程（m),,,,896.200,896.286,896.375,896.364,896.380,896.288,896.206,,895.984,896.091,896.179,896.184,896.175,896.095,896.000,,,,,

設(shè)計(jì)高程（m),,,,896.201,896.291,896.381,896.381,896.381,896.291,896.201,,896.001,896.091,896.181,896.181,896.181,896.091,896.001,,,,,

高程偏差值（mm),,,,-1,-5,-6,-17,-1,-3,5,,-17,0,-2,3,-6,4,-1,,,,,

設(shè)計(jì)橫坡（%）,,,,1.50,1.50,1.50,\,1.50,1.50,1.50,,1.50,1.50,1.50,\,1.50,1.50,1.50,,,,,

實(shí)測(cè)橫坡（%）,,,,0.57,0.77,-0.10,\,-0.15,0.80,0.55,,0.71,0.77,0.05,\,0.08,0.70,0.63,,,,,

橫坡偏差值（%）,,,,-0.93,-0.73,-1.60,\,-1.65,-0.70,-0.95,,-0.79,-0.73,-1.45,\,-1.42,-0.80,-0.87,,,,,

橫斷面測(cè)點(diǎn)示意圖,,,,,,,,,,,,,,,,,,,,,,,

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

注：高程數(shù)據(jù)為現(xiàn)場(chǎng)實(shí)測(cè)，橫坡及偏差等以現(xiàn)場(chǎng)數(shù)據(jù)為依據(jù)采用電腦進(jìn)行計(jì)算并整理。,,,,,,,,,,,,,,,,,,,,,,,

測(cè)量：,,,,復(fù)核：,,,計(jì)算：,,,,技術(shù)負(fù)責(zé)人：,,,,監(jiān)理單位：,,,,,,,,

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

道路高程測(cè)量成果記錄表,,,,,,,,,,,,,,,,,,,,,,,

工程名稱,,長(zhǎng)治至襄垣城際連接線工程,,,,,測(cè)量部位,,,K14+350～K16+200基層頂面,,,,,后視讀數(shù)（m）,,2.006,,,,,,

施工單位,,中鐵十八局集團(tuán)第三工程有限公司,,,,,水準(zhǔn)點(diǎn)編號(hào)及高程（m）,,,BM4-0895.881,,儀器高（m）,,897.887,測(cè)量日期,,,,,,,,

項(xiàng)目,,,測(cè)量及計(jì)算數(shù)據(jù),,,,,,,,,,,,,,,,,樁號(hào),設(shè)計(jì)路面,路床頂,基層頂

,,,樁號(hào),左13.5m,左7.5m,左1.5m,中樁,右1.5m,右7.5m,右13