高程转点计算表(屈伟)

1、高高程程测测量量记记录录表表 工程名称: 第 页共 页 新公施检-0553断面路基顶序号测 量 点水准尺读数仪器高测量高程设计高程备 注前 视中 视后 视BM11.57876.08874.51左1.98374.105K0+000中1.95274.13674.140-4右1.98774.101左1.91974.169K0+020中1.88474.20474.220-16右1.92374.165左1.81674.272K0+040中1.79174.29774.300-3右1.82074.268左1.77774.311K0+060中1.73074.35874.370-12右1.78174.307左1

2、.68174.407K0+080中1.64274.44674.450-4右1.68474.404左1.64574.443K0+090中1.61974.46974.490-21右1.64874.440左1.59574.493K0+100中1.56574.52374.5203右1.59874.490左1.51974.569K0+120中1.49374.59574.600-5右1.52374.565左1.45574.633K0+140中1.40674.68274.67012右1.45874.630左1.39674.692K0+160中1.35574.73374.750-17右1.40074.688左

3、1.31674.772K0+180中1.26674.82274.830-8右1.32074.768ZD0.9562.09677.228左2.35874.870K0+200中2.32374.90574.9005右2.36174.867左2.30474.924K0+220中2.25674.97274.980-8右2.30874.920左2.21675.012K0+240中2.18575.04375.050-7右2.21975.009左2.14275.086K0+260中2.09475.13475.1304右2.14675.082左2.07975.149K0+280中2.04375.18575.20

4、0-15右2.08275.146左1.98175.247K0+300中1.94175.28775.2807右1.98475.244左1.91275.316K0+320中1.88375.34575.360-15右1.91575.313左1.78975.439K0+340中1.76575.46375.470-7右1.79275.436左1.65075.578K0+360中1.62075.60875.630-22右1.65375.575BM1-21.09076.138左1.44975.779K0+380中1.42175.80775.820-13右1.45375.775左1.32575.903K0+3

5、90中1.29775.93175.92011右1.32875.900左1.27675.952K0+400中1.23275.99676.010-14右1.28075.948左1.06676.162K0+420中1.01176.21776.2107右1.07076.158左0.90376.325K0+440中0.84876.38076.400-20右0.90676.322左0.72376.505K0+460中0.69176.53776.560-23右0.72776.501ZD10.4851.78578.528左1.88876.640K0+480中1.83776.69176.68011右1.8927

6、6.636左1.82076.708K0+500中1.77676.75276.770-18右1.82476.704左1.71976.809K0+520中1.68776.84176.850-9右1.72276.806左1.61776.911K0+540中1.59176.93776.940-3右1.62076.908左1.58076.948K0+560中1.52877.00077.020-20右1.58376.945BM1-30.94377.585左1.45777.071K0+580中1.42377.10577.110-5右1.46077.068左1.36577.163K0+600中1.33477.

7、19477.1904右1.36877.160左1.29177.237K0+620中1.23777.29177.28011右1.29477.234左1.20977.319K0+640中1.17077.35877.370-12右1.21377.315左1.09277.436K0+660中1.06777.46177.45011右1.09577.433左1.00977.519K0+680中0.98277.54677.5406右1.01377.515左0.94777.581K0+700中0.91077.61877.620-2右0.95077.578左0.85277.676K0+720中0.80877.7

8、2077.71010右0.85577.673左0.77677.752K0+740中0.74977.77977.790-11右0.77977.749ZD20.7022.3480.166BM1-41.94278.224左2.33777.829K0+760中2.28577.88177.8801右2.34077.826左2.23477.932K0+780中2.20277.96477.9604右2.23877.928左2.15378.013K0+800中2.11878.04878.050-2右2.15678.010左2.04878.118K0+820中2.00878.15878.160-2右2.0517

9、8.115左1.89678.270K0+840中1.87378.29378.310-17右1.89978.267左1.70378.463K0+860中1.66978.49778.4907右1.70778.459左1.66978.497K0+867中1.62978.53778.550-13右1.67278.494左1.54378.623K0+880中1.50578.66178.670-9右1.54678.620左1.37478.792K0+900中1.35078.81678.820-4右1.37878.788左1.31478.852K0+920中1.26978.89778.900-3右1.317

10、78.849左1.29978.867K0+940中1.24678.92078.91010右1.30278.864左1.32578.841K0+960中1.27978.88778.890-3右1.32878.838左1.31078.856K0+980中1.27678.89078.88010右1.31478.852ZD1.3031.93880.801f容=30 =30mmf容f测该测量数据满足精度要求共测：断面合格：断面参参 数数 表表 桩号原地面高程设计中桩高程（m）结构层厚度（cm）路基顶高程(m)底基层高程（m）基层顶高程底基层厚度（cm）基层厚度（cm）面层厚度（cm）20154K0+00

11、074.530路基宽度74.14074.3474.49K0+02074.61W1W174.22074.4274.57K0+04074.692.52.574.30074.574.65K0+06074.76坡比74.37074.5774.72K0+08074.841:1.574.45074.6574.8K0+09074.88边桩74.49074.6974.84K0+10074.91最小值最大值74.52074.7274.87K0+12074.99225574.60074.874.95K0+14075.06284974.67074.8775.02K0+16075.1474.75074.9575.1K

12、0+18075.22路路基基顶顶74.83075.0375.18K0+20075.2974.90075.175.25K0+22075.3774.98075.1875.33K0+24075.44转点编号前视后视75.05075.2575.4K0+26075.52ZD75.13075.3375.48K0+28075.59ZD175.20075.475.55K0+30075.67ZD275.28075.4875.63K0+32075.75ZD375.36075.5675.71K0+34075.86ZD475.47075.6775.82K0+36076.02ZD575.63075.8375.98K0+

13、38076.21ZD675.82076.0276.17K0+39076.31ZD775.92076.1276.27K0+40076.4ZD876.01076.2176.36K0+42076.6ZD976.21076.4176.56K0+44076.79ZD1076.40076.676.75K0+46076.9576.56076.7676.91K0+48077.0776.68076.8877.03K0+50077.1676.77076.9777.12K0+52077.2476.85077.0577.2K0+54077.3376.94077.1477.29K0+56077.4177.02077.2

14、277.37K0+58077.577.11077.3177.46K0+60077.5877.19077.3977.54K0+62077.6777.28077.4877.63K0+64077.7677.37077.5777.72K0+66077.8477.45077.6577.8K0+68077.9377.54077.7477.89K0+70078.0177.62077.8277.97K0+72078.177.71077.9178.06K0+74078.1877.79077.9978.14K0+75978.2677.87078.0778.22K0+76078.2777.88078.0878.23

15、K0+78078.3577.96078.1678.31K0+80078.4478.05078.2578.4K0+82078.5578.16078.3678.51K0+84078.778.31078.5178.66K0+86078.8878.49078.6978.84K0+86778.9478.55078.7578.9K0+88079.0678.67078.8779.02K0+90079.2178.82079.0279.17K0+92079.2978.90079.179.25K0+94079.378.91079.1179.26K0+95079.2978.90079.179.25K0+96079.

16、2878.89079.0979.24K0+98079.2778.88079.0879.23K01+00079.2378.84079.0479.19K01+02079.2878.89079.0979.24K01+04079.4179.02079.2279.37K01+06079.679.21079.4179.56K01+08079.7979.40079.679.75K01+10079.9879.59079.7979.94K01+12080.1779.78079.9880.13K01+14080.3679.97080.1780.32K01+16080.5580.16080.3680.51K01+1

17、8080.7480.35080.5580.7K01+20080.9380.54080.7480.89K01+22081.1280.73080.9381.08K01+24081.2980.90081.181.25K01+26081.4581.06081.2681.41K01+28081.5981.20081.481.55K01+30081.7381.34081.5481.69K01+32081.8781.48081.6881.83K01+34082.0181.62081.8281.97K01+36082.1581.76081.9682.11K01+38082.2981.90082.182.25K

18、01+40082.4382.04082.2482.39K01+42082.5782.18082.3882.53K01+44082.7182.32082.5282.67K01+46082.8582.46082.6682.81K01+48082.9982.60082.882.95K01+50083.1282.73082.9383.08K01+52083.2682.87083.0783.22K01+54083.483.01083.2183.36K01+56083.5483.15083.3583.5K01+58083.6883.29083.4983.64K01+60083.8283.43083.638

19、3.78K01+64083.9683.57083.7783.92K01+66084.183.71083.9184.06K01667.8+70084.1683.77083.9784.12K01669.3+70084.1783.78083.9884.13K01+680K01+720K01+740K01+760K01+780K01+800K01+820K01+840K01+860K01+880K01+900K01+920K01+940K01+960K01+980K02+000面层高程74.53074.61074.69074.76074.84074.88074.91074.99075.06075.14

20、075.22075.29075.37075.44075.52075.59075.67075.75075.86076.02076.21076.31076.40076.60076.79076.95077.07077.16077.24077.33077.41077.50077.58077.67077.76077.84077.93078.01078.10078.18078.26078.27078.35078.44078.55078.70078.88078.940参参 数数 表表 79.06079.21079.29079.30079.29079.28079.27079.23079.28079.41079

21、.60079.79079.98080.17080.36080.55080.74080.93081.12081.29081.45081.59081.73081.87082.01082.15082.29082.43082.57082.71082.85082.99083.12083.26083.40083.54083.68083.82083.96084.10084.16084.170高高程程测测量量记记录录表表 工程名称: 第 页共 页 新公施检-05共测35断面路基顶序号测 量 点水准尺读数仪器高测量高程设计高程备 注前 视中 视后 视ZD31.3031.93880.801BM1-60.34180

22、.460左2.00778.794K01+000中1.95478.84778.8407右2.01078.791左1.94178.860K01+020中1.90578.89678.8906右1.94578.856左1.83378.968K01+040中1.80478.99779.020-23右1.83678.965左1.63379.168K01+060中1.61079.19179.210-19右1.63779.164左1.44379.358K01+080中1.40579.39679.400-4右1.44779.354左1.27279.529K01+100中1.22479.57779.590-13右

23、1.27579.526左1.04679.755K01+120中1.01879.78379.7803右1.04979.752左0.88279.919K01+140中0.84279.95979.970-11右0.88579.916BM1-60.34180.460左0.68180.120K01+160中0.63080.17180.16011右0.68480.117ZD40.7482.56882.621左2.31380.308K01+180中2.29080.33180.350-19右2.31780.304左2.12280.499K01+200中2.10080.52180.540-19右2.12680.

24、495左1.92380.698K01+220中1.90080.72180.730-9右1.92780.694左1.77380.848K01+240中1.73380.88880.900-12右1.77680.845左1.61081.011K01+260中1.56181.06081.0600右1.61381.008左1.46081.161K01+280中1.43381.18881.200-12右1.46381.158左1.33981.282K01+300中1.28581.33681.340-4右1.34281.279左1.18981.432K01+320中1.13881.48381.4803右1.19381.428左1.07481.547K01+340中1.02481.59781.620-23右1.07781.544左0.88981.732K01+360中0.86481.75781.760-3右0.89381.728左0.77081.851K01+380中0.71781.90481.9004右0.77381.848左0.61582.006K01+400中0.57082.051