主線路基高程計算表及區(qū)域分層法

1、主線路基高程計算表主線路基高程計算表分層編號是錯誤的，資料依系統(tǒng)資料分層為準。1請復核數(shù)據(jù)無誤后使用！樁號路面標準寬度橫向坡度左 寬路基封頂高程左側(cè)右側(cè)左側(cè)右側(cè)含路肩左左側(cè)側(cè)實實測測左側(cè)設計值中樁右側(cè)設計值右右側(cè)側(cè)實實測測K12+210.0001212-0.020-0.02013.71121.016121.016121.012121.286121.012120.995120.995K12+220.0001212-0.020-0.02013.71120.738120.738120.747121.021120.747120.728120.728K12+230.0001212-0.020-0.020

2、14.34120.032120.032120.049120.336120.049120.039120.039K12+240.0001212-0.020-0.02014.34119.786119.786119.784120.071119.784119.788119.788K12+250.0001212-0.020-0.02014.34119.524119.524119.519119.806119.519119.514119.514K12+360.0001212-0.020-0.02014.34116.458116.458116.476116.763116.476116.466116.466K12

3、+370.0001212-0.020-0.02014.34116.163116.163116.181116.468116.181116.177116.177K12+380.0001212-0.020-0.02014.34115.863115.863115.881116.168115.881115.876115.876K12+390.0001212-0.020-0.02014.34115.563115.563115.579115.866115.579115.578115.578K12+400.0001212-0.020-0.02014.34115.273115.273115.273115.560

4、115.273115.260115.260K12+410.0001212-0.020-0.02014.34114.967114.967114.964115.251114.964114.945114.945K12+420.0001212-0.020-0.02014.34114.632114.632114.651114.938114.651114.634114.634K12+430.0001212-0.020-0.02014.34114.322114.322114.336114.623114.336114.324114.324K12+440.0001212-0.020-0.02014.34113.

5、997113.997114.016114.303114.016114.005114.005K12+450.0001212-0.020-0.02014.34113.688113.688113.694113.981113.694113.685113.685K12+460.0001212-0.020-0.02014.34113.355113.355113.368113.655113.368113.372113.372K12+470.0001212-0.020-0.02014.34113.023113.023113.039113.326113.039113.021113.021K12+480.0001

6、212-0.020-0.02014.34112.692112.692112.706112.993112.706112.694112.694K12+490.0001212-0.020-0.02014.34112.367112.367112.371112.658112.371112.353112.353K12+500.0001212-0.020-0.02014.34112.033112.033112.031112.318112.031112.024112.024K12+510.0001212-0.020-0.02014.34111.688111.688111.689111.976111.68911

7、1.678111.678K12+520.0001212-0.020-0.02014.34111.346111.346111.343111.630111.343111.340111.340K12+530.0001212-0.020-0.02014.34110.977110.977110.994111.281110.994110.989110.989K12+540.0001212-0.020-0.02014.34110.642110.642110.644110.931110.644110.644110.644K12+550.0001212-0.020-0.02014.34110.299110.29

8、9110.294110.581110.294110.290110.290K12+560.0001212-0.020-0.02014.34109.947109.947109.944110.231109.944109.949109.949K12+570.0001212-0.020-0.02013.71110.016110.016110.027110.301110.027110.028110.028K13+790.00012120.006-0.00613.7181.16681.16681.16781.08380.99980.99280.992K13+800.00012120.002-0.00213.

9、7181.26281.26281.27481.24581.21681.22181.221K13+810.00012120.0000.00013.7181.41881.41881.41881.41781.41681.40981.409K13+820.0001212-0.0010.00114.1181.31281.31281.30981.32281.33581.33081.330K13+830.0001212-0.0040.00414.1181.42981.42981.43781.49781.55781.54581.545K13+840.0001212-0.0090.00914.1181.5518

10、1.55181.54681.67281.79881.78181.781主線路基高程計算表主線路基高程計算表分層編號是錯誤的，資料依系統(tǒng)資料分層為準。2請復核數(shù)據(jù)無誤后使用！樁號路面標準寬度橫向坡度左 寬路基封頂高程左側(cè)右側(cè)左側(cè)右側(cè)含路肩左左側(cè)側(cè)實實測測左側(cè)設計值中樁右側(cè)設計值右右側(cè)側(cè)實實測測K13+850.0001212-0.0140.01414.1181.65081.65081.65181.84782.04382.04782.047K13+860.0001212-0.0180.01814.1181.75481.75481.77082.02282.27482.26482.264K13+870.

11、0001212-0.0200.02014.1181.92181.92181.91682.19782.47882.47182.471K13+880.0001212-0.0200.02014.1182.07982.07982.09082.37282.65482.65582.655K13+890.0001212-0.0200.02014.1182.26882.26882.26582.54782.82982.82982.829K13+900.0001212-0.0200.02014.1182.43082.43082.44082.72283.00482.98682.986K13+910.0001212-

12、0.0200.02014.1182.61882.61882.61582.89783.17983.18183.181K13+920.0001212-0.0200.02014.1182.77582.77582.79083.07283.35483.34783.347K13+930.0001212-0.0200.02014.1182.96382.96382.96583.24783.52983.51583.515K13+940.0001212-0.0200.02014.1183.12383.12383.14083.42283.70483.70383.703K13+950.0001212-0.0200.0

13、2014.1183.29983.29983.31583.59783.87983.87783.877K13+960.0001212-0.0200.02014.1183.47983.47983.49083.77284.05484.04084.040K13+970.0001212-0.0200.02014.1183.66183.66183.66583.94784.22984.23484.234K13+980.0001212-0.0200.02014.1183.83783.83783.84084.12284.40484.39284.392K13+990.0001212-0.0200.02014.118

14、4.01584.01584.01584.29784.57984.56284.562K14+000.0001212-0.0200.02014.1184.19484.19484.19084.47284.75484.75584.755K14+010.0001212-0.0200.02014.1184.36884.36884.36584.64784.92984.92384.923K14+020.0001212-0.0200.02014.1184.53084.53084.54084.82285.10485.10485.104K14+030.0001212-0.0200.02014.1184.71184.

15、71184.71584.99785.27985.27385.273K14+040.0001212-0.0200.02014.1184.88084.88084.89085.17285.45485.44985.449K14+050.0001212-0.0200.02014.1185.05185.05185.06585.34785.62985.61785.617K14+060.0001212-0.0200.02014.1185.24685.24685.24085.52285.80485.79185.791K14+070.0001212-0.0200.02014.1185.40685.40685.41

16、585.69785.97985.97985.979K14+080.0001212-0.0200.02014.1185.58685.58685.59085.87286.15486.15886.158K14+090.0001212-0.0200.02014.1185.75285.75285.76586.04786.32986.31486.314K14+100.0001212-0.0200.02014.1185.92985.92985.94086.22286.50486.50586.505K14+110.0001212-0.0200.02014.1186.11786.11786.11586.3978

17、6.67986.68286.682K14+120.0001212-0.0200.02014.1186.27586.27586.29086.57286.85486.85886.858K14+130.0001212-0.0200.02014.1186.45686.45686.46586.74787.02987.01287.012K14+140.0001212-0.0200.02014.1186.63586.63586.64086.92287.20487.19087.190K14+150.0001212-0.0200.02014.1186.80086.80086.81587.09787.37987.

18、38487.384K14+160.0001212-0.0200.02014.1186.98486.98486.99087.27287.55487.55587.555K14+170.0001212-0.0200.02014.1187.14987.14987.16587.44787.72987.72987.729主線路基高程計算表主線路基高程計算表分層編號是錯誤的，資料依系統(tǒng)資料分層為準。3請復核數(shù)據(jù)無誤后使用！樁號路面標準寬度橫向坡度左 寬路基封頂高程左側(cè)右側(cè)左側(cè)右側(cè)含路肩左左側(cè)側(cè)實實測測左側(cè)設計值中樁右側(cè)設計值右右側(cè)側(cè)實實測測K14+180.0001212-0.0200.02014.1187.

19、34487.34487.34087.62287.90487.89587.895K14+190.0001212-0.0200.02014.1187.50187.50187.51587.79788.07988.07888.078K14+200.0001212-0.0200.02014.1187.66687.66687.68687.96888.25088.23988.239K14+210.0001212-0.0200.02014.1187.85487.85487.85488.13688.41888.41888.418K14+220.0001212-0.0200.02014.1188.02188.02

20、188.01788.29988.58188.57188.571K14+230.0001212-0.0200.02014.1188.16388.16388.17788.45988.74188.74688.746K14+240.0001212-0.0200.02014.1188.33688.33688.33288.61488.89688.88588.885K14+250.0001212-0.0200.02014.1188.47788.47788.48488.76689.04889.05489.054K14+260.0001212-0.0200.02014.1188.63688.63688.6318

21、8.91389.19589.19889.198K14+270.0001212-0.0200.02014.1188.76488.76488.77589.05789.33989.32489.324K14+280.0001212-0.0200.02014.1188.91488.91488.91489.19689.47889.46989.469K14+290.0001212-0.0200.02014.1189.03489.03489.05089.33289.61489.61189.611K14+300.0001212-0.0200.02014.1189.16389.16389.18189.46389.

22、74589.74089.740K14+310.0001212-0.0200.02014.1189.31589.31589.30989.59189.87389.86589.865K14+320.0001212-0.0200.02014.1189.42989.42989.43289.71489.99689.98389.983K14+330.0001212-0.0200.02014.1189.54489.54489.55289.83490.11690.10390.103K14+340.0001212-0.0200.02014.1189.66089.66089.66789.94990.23190.21

23、790.217K14+350.0001212-0.0200.02014.1189.76089.76089.77990.06190.34390.32890.328K14+360.0001212-0.0200.02014.1189.89089.89089.88690.16890.45090.45190.451K14+370.0001212-0.0200.02014.1189.97889.97889.99090.27290.55490.54290.542K14+380.0001212-0.0200.02014.1190.07290.07290.08990.37190.65390.64990.649K

24、14+390.0001212-0.0200.02014.1190.17490.17490.18590.46790.74990.73490.734K14+400.0001212-0.0200.02014.1190.27890.27890.27690.55890.84090.83290.832K14+410.0001212-0.0200.02014.1190.36890.36890.36490.64690.92890.91090.910K14+420.0001212-0.0200.02014.1190.42790.42790.44790.72991.01191.01691.016K14+430.0

25、001212-0.0200.02014.1190.52090.52090.52790.80991.09191.07791.077K14+440.0001212-0.0200.02014.3490.43290.43290.44790.73491.02191.01691.016K14+450.0001212-0.0200.02014.3490.52390.52390.51990.80691.09391.08891.088K14+460.0001212-0.0200.02014.3490.56790.56790.58690.87391.16091.16191.161K14+470.0001212-0

26、.0200.02014.3490.64190.64190.65090.93791.22491.21091.210K14+480.0001212-0.0200.02014.3490.69590.69590.70990.99691.28391.28091.280K14+490.0001212-0.0200.02014.3490.76590.76590.76591.05291.33991.33591.335K14+500.0001212-0.0200.02014.3490.81590.81590.81691.10391.39091.37191.371主線路基高程計算表主線路基高程計算表分層編號是錯誤

27、的，資料依系統(tǒng)資料分層為準。4請復核數(shù)據(jù)無誤后使用！樁號路面標準寬度橫向坡度左 寬路基封頂高程左側(cè)右側(cè)左側(cè)右側(cè)含路肩左左側(cè)側(cè)實實測測左側(cè)設計值中樁右側(cè)設計值右右側(cè)側(cè)實實測測K14+510.0001212-0.0200.02014.3490.85590.85590.86491.15191.43891.42491.424K14+520.0001212-0.0200.02014.3490.90990.90990.90791.19491.48191.47091.470K14+530.0001212-0.0200.02014.3490.94090.94090.94791.23491.52191.5229

28、1.522K14+540.0001212-0.0200.02014.3490.97390.97390.98291.26991.55691.54591.545K14+550.00012.0012.01-0.0200.02014.3491.01491.01491.01491.30191.58891.58091.580K14+560.00012.0012.47-0.0200.02014.3491.04591.04591.04191.32891.62491.61491.614K14+570.00012.0012.94-0.0200.02014.3491.06791.06791.06591.35291.

29、65791.64391.643K14+580.00012.0013.41-0.0200.02014.3491.08391.08391.08491.37191.68691.67091.670K14+590.00012.0013.88-0.0200.02014.3491.09391.09391.10091.38791.71191.69291.692K14+600.00012.0014.34-0.0200.02014.3491.10891.10891.11191.39891.73291.72591.725K14+610.00012.0014.81-0.0200.02014.3491.12091.12

30、091.11991.40691.74991.73191.731K14+620.00012.0015.28-0.0200.02014.3491.12691.12691.12291.40991.76191.75091.750K14+630.00012.0015.75-0.0200.02014.3491.11891.11891.12291.40991.77191.76991.769K14+640.00012.0015.75-0.0200.02014.3491.11791.11791.11791.40491.76691.75391.753K14+650.00012.0015.75-0.0200.020

31、14.3491.09291.09291.10991.39691.75891.75391.753K14+660.00012.0015.75-0.0200.02014.3491.08491.08491.09691.38391.74591.72891.728K14+670.00012.0015.75-0.0200.02014.3491.07791.07791.08091.36791.72991.73091.730K14+680.00012.0015.75-0.0200.02014.3491.04191.04191.05991.34691.70891.71391.713K14+690.00012.00

32、15.75-0.0200.02014.3491.03991.03991.03591.32291.68491.67791.677K14+700.00012.0015.75-0.0200.02014.3490.99890.99891.00691.29391.65591.65291.652K14+710.00012.0015.75-0.0200.02014.3490.95790.95790.97491.26191.62391.62691.626K14+720.00012.0015.75-0.0200.02014.3490.93690.93690.93791.22491.58691.56791.567

33、K14+730.00012.0015.75-0.0200.02014.3490.89890.89890.89791.18491.54691.54691.546K14+740.00012.0015.75-0.0200.02014.3490.85590.85590.85291.13991.50191.50691.506K14+750.00012.1715.75-0.0200.02014.5190.79590.79590.80191.09191.45391.45591.455K14+760.00012.6715.75-0.0200.02015.0190.72490.72490.73891.03891

34、.40091.38691.386K14+770.00013.1715.75-0.0200.02015.5190.66890.66890.67290.98291.34491.34791.347K14+780.00013.6715.75-0.0200.02016.0190.60090.60090.60190.92191.28391.28791.287K14+790.00014.1715.75-0.0200.02016.5190.53190.53190.52790.85791.21991.21191.211K14+800.00014.6715.75-0.0200.02017.0190.42990.4

35、2990.44890.78891.15091.14991.149K14+810.00015.1715.75-0.0200.02017.5190.35890.35890.36690.71691.07891.07991.079K14+820.00015.6715.75-0.0200.02018.0190.28490.28490.27990.63991.00190.99490.994K14+830.00016.0015.75-0.0200.02018.3490.18890.18890.19290.55990.92190.90990.909主線路基高程計算表主線路基高程計算表分層編號是錯誤的，資料依系

36、統(tǒng)資料分層為準。5請復核數(shù)據(jù)無誤后使用！樁號路面標準寬度橫向坡度左 寬路基封頂高程左側(cè)右側(cè)左側(cè)右側(cè)含路肩左左側(cè)側(cè)實實測測左側(cè)設計值中樁右側(cè)設計值右右側(cè)側(cè)實實測測K14+840.00016.0015.75-0.0200.02018.3490.08990.08990.10790.47490.83690.82890.828K14+850.00016.0015.75-0.0200.02018.3490.01290.01290.01990.38690.74890.73590.735K14+860.00016.0015.75-0.0200.02018.3489.91089.91089.92690.2939

37、0.65590.65390.653K14+870.00016.0015.75-0.0200.02018.3489.81389.81389.83090.19790.55990.56290.562K14+880.00016.0015.75-0.0200.02018.3489.73589.73589.72990.09690.45890.46390.463K14+890.00016.0015.88-0.0200.02018.3489.62589.62589.62589.99290.35690.33890.338K14+900.00016.0016.00-0.0200.02018.3489.51989.

38、51989.51689.88390.25090.25490.254K14+910.00016.0016.50-0.0200.02018.3489.40489.40489.40489.77190.14890.14990.149K14+920.00016.0217.00-0.0200.02018.3589.27389.27389.28789.65490.04190.02890.028K14+930.00016.0517.49-0.0200.02018.3989.14789.14789.16689.53489.93189.93289.932K14+940.00016.1217.98-0.0200.0

39、2018.4689.04289.04289.04089.40989.81589.82189.821K14+950.00016.2318.47-0.0200.02018.5788.90088.90088.91089.28189.69789.69289.692K14+960.00016.4018.96-0.0200.02018.7488.77488.77488.77389.14889.57489.56589.565K14+970.00016.6419.44-0.0200.02018.9788.63688.63688.63389.01289.44789.43089.430K14+980.00016.

40、9519.92-0.0200.02019.2988.47988.47988.48588.87189.31689.30889.308K14+990.00017.3520.40-0.0200.02019.6988.32688.32688.33388.72789.18289.17089.170K15+000.00017.8520.87-0.0200.02019.9688.31988.31988.32988.72889.18889.17089.170K15+010.00018.4721.35-0.0200.02020.5888.16188.16188.16488.57689.04589.03689.0

41、36K15+020.00019.2121.81-0.0200.02021.3287.99287.99287.99388.41988.89788.88188.881K15+030.00020.0922.27-0.0200.02022.2087.81687.81687.81588.25988.74788.73888.738K15+040.00011.2522.73-0.0200.02013.3687.83187.83187.82788.09488.59188.58588.585K15+050.00011.2523.18-0.0200.02013.3687.64287.64287.65987.926

42、88.43288.42888.428K15+060.00011.2523.64-0.0200.02013.3687.47387.47387.48687.75388.26888.27388.273K15+070.00012.0024.10-0.0200.02014.1187.29687.29687.29587.57788.10188.09788.097K15+080.00012.1524.56-0.0200.02014.2687.11387.11387.11287.39787.93087.92887.928K15+090.00012.5211.25-0.0200.02014.6386.91886

43、.91886.92487.21787.48487.47487.474K15+100.00012.9011.25-0.0200.02015.0186.73986.73986.73787.03787.30487.29587.295K15+110.00013.2711.25-0.0200.02015.3886.54186.54186.54986.85787.12487.11387.113K15+120.00013.6511.25-0.0200.02015.7686.34986.34986.36286.67786.94486.92686.926K15+130.00014.0212.00-0.0200.

44、02016.1386.15586.15586.17486.49786.77986.78486.784K15+140.00014.4012.00-0.0200.02016.5185.99185.99185.98786.31786.59986.59186.591K15+150.00014.7712.00-0.0200.02016.8885.80385.80385.79986.13786.41986.41586.415K15+160.00016.0012.00-0.0200.02018.1185.58985.58985.59585.95786.23986.23886.238主線路基高程計算表主線路基

45、高程計算表分層編號是錯誤的，資料依系統(tǒng)資料分層為準。6請復核數(shù)據(jù)無誤后使用！樁號路面標準寬度橫向坡度左 寬路基封頂高程左側(cè)右側(cè)左側(cè)右側(cè)含路肩左左側(cè)側(cè)實實測測左側(cè)設計值中樁右側(cè)設計值右右側(cè)側(cè)實實測測K15+170.00016.0012.00-0.0200.02018.1185.40785.40785.41585.77786.05986.04986.049K15+180.00016.0012.00-0.0200.02018.3485.06785.06785.08085.44785.73485.72885.728K15+190.00016.0012.00-0.0200.02018.3484.8868

46、4.88684.90085.26785.55485.54185.541K15+200.00016.0012.00-0.0200.02018.3484.70884.70884.72085.08785.37485.37885.378K15+210.00016.0012.00-0.0200.02018.1184.68584.68584.69585.05785.33985.33685.336K15+220.00016.0012.00-0.0200.02018.1184.50184.50184.51584.87785.15985.16185.161K15+230.0008.7512.00-0.0200.

47、02010.8684.48384.48384.48184.69784.97884.98284.982K15+240.0008.7512.00-0.0180.01810.8684.31484.31484.32384.51784.76984.76084.760K15+250.0008.7512.00-0.0140.01410.8684.18984.18984.18784.33784.53284.51384.513K15+260.0008.7512.00-0.0090.00910.8684.04484.04484.06084.15784.28384.28584.285K15+270.0008.751

48、2.00-0.0040.00410.8683.91683.91683.93183.97784.03784.02584.025K15+280.0008.7512.00-0.0010.00110.8683.76983.76983.78783.79783.81083.79583.795K15+290.0008.7512.000.0000.00010.8683.61083.61083.61883.61783.61683.62183.621K15+300.0008.7512.000.002-0.00210.8683.46183.46183.45683.44083.41983.40083.400K15+3

49、10.0008.7512.000.005-0.00510.8683.32383.32383.32183.27183.20683.20283.202K15+320.0008.7512.000.009-0.00910.8683.20283.20283.20583.11082.98682.97482.974K15+330.0008.7512.000.014-0.01410.8683.09983.09983.10582.95782.76582.74582.745K15+340.0008.7512.000.019-0.01910.8683.01683.01683.01582.81382.55182.53

50、782.537K15+350.0008.7512.000.023-0.02310.8682.92682.92682.92982.67782.35082.34982.349K15+360.0008.7512.000.027-0.02710.8682.82782.82782.84382.55082.17082.17582.175K15+370.00012.0012.000.029-0.02914.1182.84282.84282.84582.43182.01782.02182.021K15+380.00012.0012.000.030-0.03014.1182.74082.74082.74382.

51、32081.89781.88681.886K15+390.00012.0012.000.030-0.03014.1182.64482.64482.64082.21781.79481.78581.785K15+400.00012.0012.000.030-0.03014.1182.55282.55282.54682.12381.70081.69581.695K15+410.00012.0012.000.030-0.03014.1182.46482.46482.46082.03781.61481.61481.614K15+420.00012.0012.000.030-0.03014.1182.38

52、182.38182.38381.96081.53781.53781.537K15+430.00012.0012.000.030-0.03014.1182.31082.31082.31481.89181.46881.47181.471K15+440.00012.0012.000.030-0.03014.1182.24682.24682.25381.83081.40781.39081.390K15+450.00012.0012.000.030-0.03014.1182.18382.18382.20081.77781.35481.33781.337K15+460.00012.0012.000.030

53、-0.03014.1182.14082.14082.15681.73381.31081.30381.303K15+470.00012.0012.000.030-0.03014.1182.10982.10982.12081.69781.27481.27581.275K15+480.00012.0012.000.030-0.03014.1182.07482.07482.09381.67081.24781.24781.247K15+490.00012.0012.000.030-0.03014.1182.06982.06982.07481.65181.22881.22281.222主線路基高程計算表主

54、線路基高程計算表分層編號是錯誤的，資料依系統(tǒng)資料分層為準。7請復核數(shù)據(jù)無誤后使用！樁號路面標準寬度橫向坡度左 寬路基封頂高程左側(cè)右側(cè)左側(cè)右側(cè)含路肩左左側(cè)側(cè)實實測測左側(cè)設計值中樁右側(cè)設計值右右側(cè)側(cè)實實測測K15+500.00012.0012.000.030-0.03014.1182.06782.06782.06381.64081.21781.20381.203K15+510.00012.0012.000.030-0.03014.1182.06582.06582.06081.63781.21481.20581.205K15+520.00012.0012.000.030-0.03014.1182.0

55、5682.05682.06681.64381.22081.20481.204主線路基高程計算表主線路基高程計算表分層編號是錯誤的，資料依系統(tǒng)資料分層為準。8請復核數(shù)據(jù)無誤后使用！樁號路面標準寬度橫向坡度左側(cè)右側(cè)左側(cè)右側(cè)K12+210.0001212-0.020-0.020K12+220.0001212-0.020-0.020K12+230.0001212-0.020-0.020K12+240.0001212-0.020-0.020K12+250.0001212-0.020-0.020K12+360.0001212-0.020-0.020K12+370.0001212-0.020-0.020K1

56、2+380.0001212-0.020-0.020K12+390.0001212-0.020-0.020K12+400.0001212-0.020-0.020K12+410.0001212-0.020-0.020K12+420.0001212-0.020-0.020K12+430.0001212-0.020-0.020K12+440.0001212-0.020-0.020K12+450.0001212-0.020-0.020K12+460.0001212-0.020-0.020K12+470.0001212-0.020-0.020K12+480.0001212-0.020-0.020K12+4

57、90.0001212-0.020-0.020K12+500.0001212-0.020-0.020K12+510.0001212-0.020-0.020K12+520.0001212-0.020-0.020K12+530.0001212-0.020-0.020K12+540.0001212-0.020-0.020K12+550.0001212-0.020-0.020K12+560.0001212-0.020-0.020K12+570.0001212-0.020-0.020K13+790.00012120.006-0.006K13+800.00012120.002-0.002K13+810.00

58、012120.0000.000K13+820.0001212-0.0010.001K13+830.0001212-0.0040.004K13+840.0001212-0.0090.009右 寬左 寬9494區(qū)區(qū) 頂頂高高程程含路肩含路肩左左側(cè)側(cè)實實測測左側(cè)設計值中樁高程右側(cè)設計值13.7114.91120.174120.174120.188120.486120.18813.7114.91119.910119.910119.923120.221119.92314.3415.54119.224119.224119.225119.536119.22514.3415.54118.945118.9451

59、18.960119.271118.96014.3415.54118.698118.698118.695119.006118.69514.3415.54115.643115.643115.652115.963115.65214.3415.54115.360115.360115.357115.668115.35714.3415.54115.041115.041115.057115.368115.05714.3415.54114.742114.742114.755115.066114.75514.3415.54114.449114.449114.449114.760114.44914.3415.54

60、114.123114.123114.140114.451114.14014.3415.54113.810113.810113.827114.138113.82714.3415.54113.497113.497113.512113.823113.51214.3415.54113.178113.178113.192113.503113.19214.3415.54112.858112.858112.870113.181112.87014.3415.54112.544112.544112.544112.855112.54414.3415.54112.221112.221112.215112.52611