C11-2-2-4竖曲线表(A施工便道)

1、纵 坡 、 竖 曲 线 表C11-2-2-4 青海省隆务峡至循化高速公路(A施工便道)第 1 页 共 6 页序 号桩 号竖 曲 线纵 坡（）变坡点间距直坡段长备 注标 高（m）凸曲线半径R（m）凹曲线半径R（m）切线长T（m）外距E（m）起点桩号终点桩号+-（m）（m）0ABDK0+0002014.40972.229061.51ABDK0+0902016.4077100028.50.406125ABDK0+061.500ABDK0+118.5007.929538.62ABDK0+1852023.9317100027.90.389205ABDK0+157.100ABDK0+212.9002.34

2、9541.63ABDK0+2802026.1547300025.50.108375ABDK0+254.500ABDK0+305.5004.0414094.74ABDK0+4202031.8107100019.80.19602ABDK0+400.200ABDK0+439.800814099.645ABDK0+5602043.010780020.560.264196ABDK0+539.440ABDK0+580.5602.86165120.11692316ABDK0+7252047.7297360024.323076920.082168343ABDK0+700.677ABDK0+749.3234.2

3、1128205195141.83179497ABDK0+9202055.941780028.845128210.520025888ABDK0+891.155ABDK0+948.845-313076.154871798ABDK1+0502052.04171000250.3125ABDK1+025ABDK1BDK1+2052039.64171000250.3125ABDK1+180ABDK1+230-3954510ABDK1+3002036.79171000250.3125ABDK1+275ABDK1+325-813076.511ABDK1+4302026.391710

4、0028.50.406125ABDK1+401.500ABDK1+458.500-2.312572.112ABDK1+5552023.5167200024.40.14884ABDK1+530.600ABDK1+579.4000.1410553.7513ABDK1+6602023.6637300026.850.12015375ABDK1+633.150ABDK1+686.8501.9314070.4514ABDK1+8002026.3657200042.70.4558225ABDK1+757.300ABDK1+842.700-2.34195111.98415ABDK1+9952021.80272

5、30040.3160.353343447ABDK1+954.684ABDK2+035.3161.1657391311549.0920632416ABDK2+1102023.1433200025.591936760.163736807ABDK2+084.408ABDK2+135.592-1.3934545220163.740790517ABDK2+3302020.0777100030.667272730.470240808ABDK2+299.333ABDK2+360.6674.747521.8827272718ABDK2+4052023.6327100022.450.25200125ABDK2+

6、382.550ABDK2+427.4500.2513082.7519ABDK2+5352023.9577800024.80.03844ABDK2+510.200ABDK2+559.8000.87275224.4520ABDK2+8102026.3502250025.750.1326125ABDK2+784.250ABDK2+835.750编制：复核：审核：纵 坡 、 竖 曲 线 表C11-2-2-4 青海省隆务峡至循化高速公路(A施工便道)第 2 页 共 6 页序 号桩 号竖 曲 线纵 坡（）变坡点间距直坡段长备 注标 高（m）凸曲线半径R（m）凹曲线半径R（m）切线长T（m）外距E（m）起点

7、桩号终点桩号+-（m）（m）20ABDK2+8102026.3502250025.750.1326125ABDK2+784.250ABDK2+835.7502.938035.3321ABDK2+8902028.694280018.920.223729ABDK2+871.080ABDK2+908.9207.669047.3538095222ABDK2+9802035.5882100023.726190480.281466057ABDK2+956.274ABDK3+003.7262.914761910556.7217569823ABDK3+0852038.6487100024.552052550.

8、301401642ABDK3+060.448ABDK3+109.5527.8251724114589.7128899824ABDK3+2302049.9952200030.735057470.236160939ABDK3+199.265ABDK3+260.7354.7516666712049.9704980825ABDK3+3502055.6972400039.294444440.193006671ABDK3+310.706ABDK3+389.2942.78694444180107.651900626ABDK3+5302060.7137200033.053654970.273136027ABD

9、K3+496.946ABDK3+563.054-0.5184211190135.56031527ABDK3+7202059.7287300021.386030080.076227047ABDK3+698.614ABDK3+741.3860.90731429175115.319112828ABDK3+8952061.3165500038.294857140.146649608ABDK3+856.705ABDK3+933.295-0.6244812564.4812761929ABDK4+0202060.5359300022.223866670.082316708ABDK3+997.776ABDK4

10、+042.2240.8571111113587.4372444430ABDK4+1552061.693250025.338888890.128411858ABDK4+129.661ABDK4+180.339-1.17175121.088611131ABDK4+3302059.6455200028.57250.204096939ABDK4+301.427ABDK4+358.5731.6872512067.518532ABDK4+4502061.670280023.9090.357275176ABDK4+426.091ABDK4+473.909-4.296513.29133ABDK4+515205

11、8.8817100027.80.38642ABDK4+487.200ABDK4+542.8001.2713079.434ABDK4+6452060.5327400022.80.06498ABDK4+622.200ABDK4+667.8002.41752535ABDK4+7202062.3402100027.20.36992ABDK4+692.800ABDK4+747.200-3.0312569.82536ABDK4+8452058.5527150027.9750.260866875ABDK4+817.025ABDK4+872.975-6.7610052.7176315837ABDK4+9452

12、051.792780019.307368420.232984047ABDK4+925.693ABDK4+964.307-1.93315799558.2223052638ABDK5+0402049.956260017.470326320.254343585ABDK5+022.530ABDK5+057.470-7.756613094.0109736839ABDK5+1702039.8726260018.51870.285785208ABDK5+151.481ABDK5+188.519-1.5837170131.691340ABDK5+3402037.1803380019.790.244777562

13、ABDK5+320.210ABDK5+359.790编制：复核：审核：纵 坡 、 竖 曲 线 表C11-2-2-4 青海省隆务峡至循化高速公路(A施工便道)第 3 页 共 6 页序 号桩 号竖 曲 线纵 坡（）变坡点间距直坡段长备 注标 高（m）凸曲线半径R（m）凹曲线半径R（m）切线长T（m）外距E（m）起点桩号终点桩号+-（m）（m）40ABDK5+3402037.1803380019.790.244777562ABDK5+320.210ABDK5+359.790-6.531213592.216541ABDK5+4752028.3632150022.99350.528701042ABDK5

14、+452.007ABDK5+497.9932.66628037.678142ABDK5+5552030.4961780019.32840.233491904ABDK5+535.672ABDK5+574.3287.4983155117.242843ABDK5+7102042.11853580018.428799980.212262918ABDK5+691.571ABDK5+728.4292.8911000183.13543.0699655244ABDK5+6652044.52205190021.636234510.260070358ABDK5+771.499ABDK5+686.6367.6991

15、521213589.868004945ABDK5+8002054.915906100023.495760590.276025383ABDK5+776.504ABDK5+823.496310058.6866394146ABDK5+9002057.915906120017.81760.132277862ABDK5+882.182ABDK5+917.8180.03046024.2046153347ABDK5+9602057.934146150017.977784670.107733581ABDK5+942.022ABDK5+977.9782.4274379611571.0914306548ABDK6

16、+0752060.7257150025.930784670.224135198ABDK6+049.069ABDK6+100.931-1.03180129.078739149ABDK6+2552058.8717100024.990476190.31226195ABDK6+230.010ABDK6+279.9903.9680952410550.8190476250ABDK6+3602063.0382100029.190476190.42604195ABDK6+330.810ABDK6+389.190-1.8713069.6095238151ABDK6+4902060.6072200031.20.2

17、4336ABDK6+458.800ABDK6+521.2001.2513072.552ABDK6+6202062.2322200026.30.1729225ABDK6+593.700ABDK6+646.300-1.38160107.553ABDK6+7802060.0242200026.20.17161ABDK6+753.800ABDK6+806.2001.24165104.954ABDK6+9452062.0702200033.90.2873025ABDK6+911.100ABDK6+978.900-2.1512060.8555ABDK7+0652059.4902250025.250.127

18、5125ABDK7+039.750ABDK7+090.250-0.1314589.7556ABDK7+2102059.30173000300.15ABDK7+180ABDK7+2401.8712563.257ABDK7+3352061.6392200031.80.25281ABDK7+303.200ABDK7+366.800-1.3112561.958ABDK7+4602060.0017200031.30.2449225ABDK7+428.700ABDK7+491.3001.8213581.159ABDK7+5952062.4587200022.60.12769ABDK7+572.400ABD

19、K7+617.600-0.447027.0777777860ABDK7+6652062.150750020.322222220.412992716ABDK7+644.678ABDK7+685.322编制：复核：审核：纵 坡 、 竖 曲 线 表C11-2-2-4 青海省隆务峡至循化高速公路(A施工便道)第 4 页 共 6 页序 号桩 号竖 曲 线纵 坡（）变坡点间距直坡段长备 注标 高（m）凸曲线半径R（m）凹曲线半径R（m）切线长T（m）外距E（m）起点桩号终点桩号+-（m）（m）60ABDK7+6652062.150750020.322222220.412992716ABDK7+644.67

20、8ABDK7+685.3227.68888889458.03333333361ABDK7+7102065.6107100016.644444440.138518765ABDK7+693.356ABDK7+726.6444.3610059.9755555662ABDK7+8102069.970740023.380.6832805ABDK7+786.620ABDK7+833.380-7.336011.0763ABDK7+8702065.5727140025.550.23314375ABDK7+844.450ABDK7+895.550-3.6810549.0355263264ABDK7+975206

21、1.7087150030.414473680.308346736ABDK7+944.586ABDK8+005.4140.37526316190132.388157965ABDK8+1652062.4217250027.197368420.14793937ABDK8+137.803ABDK8+192.197-1.8005263954366ABDK8+2602060.7112100024.802631580.307585267ABDK8+235.197ABDK8+284.8033.1614086.0373684267ABDK8+4002065.135280029.160.531441ABDK8+3

22、70.840ABDK8+429.160-4.1310545.7968ABDK8+5052060.7987100030.050.45150125ABDK8+474.950ABDK8+535.0501.8813578.35469ABDK8+6402063.3367100026.5960.353673608ABDK8+613.404ABDK8+666.596-3.43927522.687270ABDK8+7152060.757380025.71680.413346126ABDK8+689.283ABDK8+740.7172.996516.9480666771ABDK8+7802062.7008700

23、22.335133330.356327272ABDK8+757.665ABDK8+802.335-3.39146677529.7075333372ABDK8+8552060.1572100022.957333330.263519577ABDK8+832.043ABDK8+877.9571.212577.8426666773ABDK8+9802061.6572200024.20.14641ABDK8+955.800ABDK9+004.200-1.2214085.1081481574ABDK9+1202059.9492400030.691851850.117748721ABDK9+089.308A

24、BDK9+150.6920.3145925913579.9469785675ABDK9+2552060.3739600024.361169590.049455549ABDK9+230.639ABDK9+279.3611.126631589542.7640935776ABDK9+3502061.4442150027.874736840.259000318ABDK9+322.125ABDK9+377.875-2.596513.2302631677ABDK9+4152059.760790023.8950.317206125ABDK9+391.105ABDK9+438.8952.726011.0657

25、8ABDK9+4752061.392780025.040.391876ABDK9+449.960ABDK9+500.040-3.546515.0479ABDK9+5402059.091780024.920.388129ABDK9+515.080ABDK9+564.9202.696514.6123076980ABDK9+6052060.840260025.467692310.540502793ABDK9+579.532ABDK9+630.468编制：复核：审核：纵 坡 、 竖 曲 线 表C11-2-2-4 青海省隆务峡至循化高速公路(A施工便道)第 5 页 共 6 页序 号桩 号竖 曲 线纵 坡

26、（）变坡点间距直坡段长备 注标 高（m）凸曲线半径R（m）凹曲线半径R（m）切线长T（m）外距E（m）起点桩号终点桩号+-（m）（m）80ABDK9+6052060.840260025.467692310.540502793ABDK9+579.532ABDK9+630.468-5.79923086516.9838811281ABDK9+6702057.0707100022.548426570.25421577ABDK9+647.452ABDK9+692.548-1.289545511064.1561188882ABDK9+7802055.6522200023.295454550.1356695

27、51ABDK9+756.705ABDK9+803.2951.0410052.9545454583ABDK9+8802056.6922250023.750.1128125ABDK9+856.250ABDK9+903.750-0.8612073.82584ABDK10+0002055.6602300022.4250.083813438ABDK9+977.575ABDK10+022.4250.63510054.52585ABDK10+1002056.2952200023.050.132825625ABDK10+076.950ABDK10+123.050-1.67170117.5586ABDK10+2

28、702053.4562300029.40.14406ABDK10+240.600ABDK10+299.400-3.6315092.9287ABDK10+4202048.011280027.680.478864ABDK10+392.320ABDK10+447.6803.297527.1788ABDK10+4952050.4787100020.150.20301125ABDK10+474.850ABDK10+515.1507.326015.4189ABDK10+5552054.870780024.440.373321ABDK10+530.560ABDK10+579.4401.219038.8190ABDK10+6452055.9597500026.750.07155625ABDK10+618.250ABDK10+671.7502.288533.8928571491ABDK10+7302057.8977400024.357142860.074158801ABDK10+705.643ABDK10+754.3573.4978571414091.7463654492ABD