road alignment calculation v 104

26
Road alignment calculation Module Horizontal alignment calculation: Calculation of Streat Line Center Line & Offset Calculation of Simple Curve Center Line & Offset Calculation of Spiral Curve(S-C-S) Center Line & Offset Vertical alignment calculation: Calculation of Streat Line Center Line Levels Calculation of Vertical Curve Center Line Levels Calculation of Offset Levels Streat Li Simple Cu Curve with Slope Lev Vertical C Supereleva Created by:

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Road Alignment Calculation v 104

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Page 1: Road Alignment Calculation v 104

Road alignment calculation Module

Horizontal alignment calculation:

Calculation of Streat Line Center Line & Offset

Calculation of Simple Curve Center Line & Offset

Calculation of Spiral Curve(S-C-S) Center Line & Offset

Vertical alignment calculation:

Calculation of Streat Line Center Line Levels

Calculation of Vertical Curve Center Line Levels

Calculation of Offset Levels

Streat Line

Simple Curve

Curve with Spiral

Slope Levels

Vertical Curve

Superelevation

Created by:

Page 2: Road Alignment Calculation v 104

Start: End:Chainage 2+710.589 Chainage 2+895.435

Easting 495906.338 Easting 496059.807

Northing 2795767.980 Northing 2795871.010

Offset -20.000

Interval 5.000

Chainage Easting Northing Remarks

A8
CUSTOM START POINT INPUT CHAINAGE HERE (A9)
Page 3: Road Alignment Calculation v 104

B.C Chainage 0+000.000 Curve Length 24092.274

B.C Easting 3852.372 Radius 5000.000

B.C Northing -3303.975 Curve Direction 1

E.C Easting -2798.862 Offset 0.000

E.C Northing -3987.891 Interval 100.000

Chainage Easting Northing Remarks

0+000.000 3852.372 -3303.975 B.C

0+100.000 3932.586 -3363.685

0+200.000 4011.590 -3424.988

0+300.000 4089.353 -3487.859

0+400.000 4165.842 -3552.272

0+500.000 4241.028 -3618.202

0+600.000 4314.880 -3685.622

0+700.000 4387.370 -3754.506

0+800.000 4458.467 -3824.825

0+900.000 4528.143 -3896.553

1+000.000 4596.372 -3969.659

1+100.000 4663.124 -4044.116

1+200.000 4728.375 -4119.892

1+300.000 4792.096 -4196.958

1+400.000 4854.264 -4275.283

1+500.000 4914.853 -4354.836

1+600.000 4973.839 -4435.585

1+700.000 5031.198 -4517.497

1+800.000 5086.908 -4600.540

1+900.000 5140.946 -4684.680

2+000.000 5193.290 -4769.884

2+100.000 5243.920 -4856.118

2+200.000 5292.815 -4943.347

2+300.000 5339.956 -5031.537

2+400.000 5385.324 -5120.651

2+500.000 5428.900 -5210.656

2+600.000 5470.668 -5301.513

2+700.000 5510.610 -5393.188

2+800.000 5548.711 -5485.643

2+900.000 5584.956 -5578.842

3+000.000 5619.329 -5672.747

3+100.000 5651.818 -5767.321

3+200.000 5682.409 -5862.525

A8
CUSTOM START POINT INPUT CHAINAGE HERE (A9)
Page 4: Road Alignment Calculation v 104

3+300.000 5711.089 -5958.322

3+400.000 5737.848 -6054.674

3+500.000 5762.675 -6151.541

3+600.000 5785.560 -6248.886

3+700.000 5806.493 -6346.668

3+800.000 5825.467 -6444.850

3+900.000 5842.473 -6543.392

4+000.000 5857.505 -6642.254

4+100.000 5870.557 -6741.397

4+200.000 5881.624 -6840.781

4+300.000 5890.701 -6940.366

4+400.000 5897.784 -7040.113

4+500.000 5902.872 -7139.982

4+600.000 5905.961 -7239.933

4+700.000 5907.051 -7339.925

4+800.000 5906.140 -7439.919

4+900.000 5903.230 -7539.875

5+000.000 5898.322 -7639.753

5+100.000 5891.417 -7739.513

5+200.000 5882.519 -7839.115

5+300.000 5871.630 -7938.518

5+400.000 5858.756 -8037.684

5+500.000 5843.901 -8136.573

5+600.000 5827.071 -8235.145

5+700.000 5808.274 -8333.361

5+800.000 5787.516 -8431.181

5+900.000 5764.806 -8528.566

6+000.000 5740.153 -8625.478

6+100.000 5713.566 -8721.877

6+200.000 5685.058 -8817.726

6+300.000 5654.638 -8912.985

6+400.000 5622.319 -9007.617

6+500.000 5588.114 -9101.583

6+600.000 5552.036 -9194.847

6+700.000 5514.101 -9287.370

6+800.000 5474.323 -9379.116

6+900.000 5432.718 -9470.049

7+000.000 5389.303 -9560.131

7+100.000 5344.095 -9649.327

7+200.000 5297.112 -9737.601

Page 5: Road Alignment Calculation v 104

7+300.000 5248.374 -9824.917

7+400.000 5197.899 -9911.242

7+500.000 5145.707 -9996.540

7+600.000 5091.820 -10080.777

7+700.000 5036.260 -10163.919

7+800.000 4979.047 -10245.934

7+900.000 4920.206 -10326.788

8+000.000 4859.760 -10406.450

8+100.000 4797.733 -10484.886

8+200.000 4734.149 -10562.066

8+300.000 4669.035 -10637.960

8+400.000 4602.416 -10712.536

8+500.000 4534.319 -10785.764

8+600.000 4464.771 -10857.617

8+700.000 4393.800 -10928.064

8+800.000 4321.434 -10997.077

8+900.000 4247.703 -11064.630

9+000.000 4172.635 -11130.694

9+100.000 4096.261 -11195.244

9+200.000 4018.612 -11258.254

9+300.000 3939.718 -11319.698

9+400.000 3859.611 -11379.553

9+500.000 3778.323 -11437.793

9+600.000 3695.886 -11494.396

9+700.000 3612.334 -11549.339

9+800.000 3527.700 -11602.600

9+900.000 3442.018 -11654.158

10+000.000 3355.322 -11703.992

10+100.000 3267.646 -11752.082

10+200.000 3179.027 -11798.409

10+300.000 3089.498 -11842.955

10+400.000 2999.097 -11885.701

10+500.000 2907.858 -11926.631

10+600.000 2815.820 -11965.728

10+700.000 2723.018 -12002.977

10+800.000 2629.490 -12038.362

10+900.000 2535.272 -12071.870

11+000.000 2440.404 -12103.486

11+100.000 2344.922 -12133.199

11+200.000 2248.865 -12160.997

Page 6: Road Alignment Calculation v 104

11+300.000 2152.271 -12186.868

11+400.000 2055.179 -12210.803

11+500.000 1957.628 -12232.790

11+600.000 1859.657 -12252.823

11+700.000 1761.305 -12270.892

11+800.000 1662.611 -12286.991

11+900.000 1563.614 -12301.112

12+000.000 1464.356 -12313.251

12+100.000 1364.874 -12323.403

12+200.000 1265.209 -12331.563

12+300.000 1165.401 -12337.728

12+400.000 1065.490 -12341.896

12+500.000 965.515 -12344.065

12+600.000 865.517 -12344.235

12+700.000 765.535 -12342.404

12+800.000 665.610 -12338.574

12+900.000 565.782 -12332.747

13+000.000 466.090 -12324.924

13+100.000 366.574 -12315.110

13+200.000 267.275 -12303.307

13+300.000 168.231 -12289.520

13+400.000 69.484 -12273.756

13+500.000 -28.929 -12256.020

13+600.000 -126.968 -12236.319

13+700.000 -224.593 -12214.662

13+800.000 -321.765 -12191.056

13+900.000 -418.446 -12165.512

14+000.000 -514.596 -12138.040

14+100.000 -610.178 -12108.650

14+200.000 -705.153 -12077.355

14+300.000 -799.484 -12044.166

14+400.000 -893.131 -12009.098

14+500.000 -986.059 -11972.164

14+600.000 -1078.229 -11933.378

14+700.000 -1169.605 -11892.758

14+800.000 -1260.151 -11850.318

14+900.000 -1349.830 -11806.075

15+000.000 -1438.606 -11760.048

15+100.000 -1526.444 -11712.255

15+200.000 -1613.308 -11662.715

Page 7: Road Alignment Calculation v 104

15+300.000 -1699.164 -11611.447

15+400.000 -1783.978 -11558.473

15+500.000 -1867.716 -11503.813

15+600.000 -1950.344 -11447.490

15+700.000 -2031.828 -11389.525

15+800.000 -2112.137 -11329.942

15+900.000 -2191.239 -11268.766

16+000.000 -2269.101 -11206.019

16+100.000 -2345.693 -11141.728

16+200.000 -2420.984 -11075.918

16+300.000 -2494.944 -11008.615

16+400.000 -2567.543 -10939.847

16+500.000 -2638.752 -10869.641

16+600.000 -2708.543 -10798.024

16+700.000 -2776.887 -10725.027

16+800.000 -2843.758 -10650.677

16+900.000 -2909.129 -10575.004

17+000.000 -2972.974 -10498.040

17+100.000 -3035.266 -10419.813

17+200.000 -3095.982 -10340.357

17+300.000 -3155.096 -10259.703

17+400.000 -3212.586 -10177.882

17+500.000 -3268.428 -10094.928

17+600.000 -3322.599 -10010.874

17+700.000 -3375.079 -9925.753

17+800.000 -3425.846 -9839.600

17+900.000 -3474.880 -9752.449

18+000.000 -3522.161 -9664.335

18+100.000 -3567.671 -9575.292

18+200.000 -3611.391 -9485.358

18+300.000 -3653.303 -9394.567

18+400.000 -3693.392 -9302.956

18+500.000 -3731.640 -9210.561

18+600.000 -3768.033 -9117.420

18+700.000 -3802.556 -9023.570

18+800.000 -3835.195 -8929.048

18+900.000 -3865.937 -8833.893

19+000.000 -3894.770 -8738.142

19+100.000 -3921.683 -8641.833

19+200.000 -3946.664 -8545.005

Page 8: Road Alignment Calculation v 104

19+300.000 -3969.704 -8447.697

19+400.000 -3990.793 -8349.948

19+500.000 -4009.923 -8251.796

19+600.000 -4027.086 -8153.282

19+700.000 -4042.275 -8054.444

19+800.000 -4055.485 -7955.322

19+900.000 -4066.710 -7855.956

20+000.000 -4075.946 -7756.385

20+100.000 -4083.188 -7656.649

20+200.000 -4088.435 -7556.788

20+300.000 -4091.683 -7456.843

20+400.000 -4092.932 -7356.852

20+500.000 -4092.181 -7256.857

20+600.000 -4089.430 -7156.896

20+700.000 -4084.681 -7057.011

20+800.000 -4077.935 -6957.240

20+900.000 -4069.195 -6857.625

21+000.000 -4058.465 -6758.204

21+100.000 -4045.749 -6659.017

21+200.000 -4031.051 -6560.105

21+300.000 -4014.379 -6461.506

21+400.000 -3995.738 -6363.261

21+500.000 -3975.135 -6265.408

21+600.000 -3952.581 -6167.986

21+700.000 -3928.082 -6071.035

21+800.000 -3901.649 -5974.594

21+900.000 -3873.293 -5878.700

22+000.000 -3843.025 -5783.393

22+100.000 -3810.856 -5688.710

22+200.000 -3776.801 -5594.689

22+300.000 -3740.872 -5501.368

22+400.000 -3703.085 -5408.784

22+500.000 -3663.453 -5316.975

22+600.000 -3621.993 -5225.976

22+700.000 -3578.721 -5135.825

22+800.000 -3533.655 -5046.557

22+900.000 -3486.813 -4958.209

23+000.000 -3438.214 -4870.814

23+100.000 -3387.876 -4784.409

23+200.000 -3335.821 -4699.029

Page 9: Road Alignment Calculation v 104

23+300.000 -3282.068 -4614.706

23+400.000 -3226.640 -4531.475

23+500.000 -3169.558 -4449.369

23+600.000 -3110.846 -4368.421

23+700.000 -3050.527 -4288.664

23+800.000 -2988.624 -4210.129

23+900.000 -2925.164 -4132.847

24+000.000 -2860.171 -4056.850

24+092.274 -2798.861 -3987.891 E.C

Page 10: Road Alignment Calculation v 104

Calculate

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Page 11: Road Alignment Calculation v 104

0

0

Page 12: Road Alignment Calculation v 104

Left

1

Page 13: Road Alignment Calculation v 104

T.S Chainage 2+577.545 Radius 501.664

T.S Easting 495789.972 Start Spiral Length 44.000

T.S Northing 2795704.032 End Spiral Length 44.000

S.T Easting 495906.338 Simple Curve Length 45.044

S.T Northing 2795767.980 Curve Direction -1

PI Easting 495851.000 Offset -20.000

PI Northing 2795730.829 Interval 5.000

Chainage Easting Northing Remarks

2+577.545 495781.931 2795722.344 T.S

2+582.545 495786.498 2795724.351

2+587.545 495791.043 2795726.353

2+592.545 495795.562 2795728.357

2+597.545 495800.054 2795730.367

2+602.545 495804.515 2795732.388

2+607.545 495808.945 2795734.424

2+612.545 495813.340 2795736.481

2+617.545 495817.699 2795738.563

2+621.545 495821.157 2795740.250 S.C

2+622.545 495822.018 2795740.675

2+627.545 495826.310 2795742.825

2+632.545 495830.580 2795745.019

2+637.545 495834.828 2795747.255

2+642.545 495839.054 2795749.533

2+647.545 495843.257 2795751.854

2+652.545 495847.436 2795754.216

2+657.545 495851.592 2795756.619

2+662.545 495855.723 2795759.064

2+666.589 495859.046 2795761.071 C.S

2+667.545 495859.830 2795761.550

2+672.545 495863.926 2795764.084

2+677.545 495868.019 2795766.665

2+682.545 495872.112 2795769.288

2+687.545 495876.207 2795771.950

2+692.545 495880.307 2795774.646

2+697.545 495884.415 2795777.371

2+702.545 495888.534 2795780.121

2+707.545 495892.666 2795782.891

2+710.589 495895.190 2795784.585 S.T

A11
CUSTOM START POINT INPUT CHAINAGE HERE (A12)
Page 14: Road Alignment Calculation v 104

Calculate

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Page 15: Road Alignment Calculation v 104

0

Page 16: Road Alignment Calculation v 104

Left

2

Page 17: Road Alignment Calculation v 104

Page 17 of 21

Start

Chainage Elevation

2+766.237 -19.120

End

Chainage Elevation

2+895.435 -19.120

Interval 5.000

Calculated:

Chainage Elevation Remarks

2+766.237 -19.120 Start Point

2+771.237 -19.120

2+776.237 -19.120

2+781.237 -19.120

2+786.237 -19.120

2+791.237 -19.120

2+796.237 -19.120

2+801.237 -19.120

2+806.237 -19.120

2+811.237 -19.120

2+816.237 -19.120

Calculate

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A10
CUSTOM START POINT INPUT CHAINAGE HERE (A11)
Page 18: Road Alignment Calculation v 104

Page 18 of 21

2+821.237 -19.120

2+826.237 -19.120

2+831.237 -19.120

2+836.237 -19.120

2+841.237 -19.120

2+846.237 -19.120

2+851.237 -19.120

2+856.237 -19.120

2+861.237 -19.120

2+866.237 -19.120

2+871.237 -19.120

2+876.237 -19.120

2+881.237 -19.120

2+886.237 -19.120

2+891.237 -19.120

2+895.435 -19.120 End Point

Page 19: Road Alignment Calculation v 104

Page 19 of 21

PVI Chainage 0+000.000

PVI Elevation 0.000

Grad In% 3.000%

Grad Out% -3.000%

Curve Length 100.000

Interval 5.000

Calculated:Chainage Elevation Remarks

-0+050.000 -1.500 PVC-0+045.000 -1.358-0+040.000 -1.230-0+035.000 -1.118-0+030.000 -1.020-0+025.000 -0.938-0+020.000 -0.870-0+015.000 -0.817-0+010.000 -0.780-0+005.000 -0.7580+000.000 -0.750 PVI0+005.000 -0.7580+010.000 -0.7800+015.000 -0.8170+020.000 -0.8700+025.000 -0.9370+030.000 -1.0200+035.000 -1.1180+040.000 -1.2300+045.000 -1.3570+050.000 -1.500 PVT

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A12
CUSTOM START POINT INPUT CHAINAGE HERE (A13)
Page 20: Road Alignment Calculation v 104

Start Chainage -0+050.000 -2.000% Right Side Slope%

End Chainage 0+050.000 -6.000% Right Side Slope%

Left Side Offset 10.000

Calculated Design Input Calculated

Left Side Center Line Right Side

Super Elevation Slope% Chainage Elevation Slope%

-1.700 -2.000% -0+050.000 -1.500 -2.000%

-1.578 -2.200% -0+045.000 -1.358 -1.800%

-1.470 -2.400% -0+040.000 -1.230 -1.600%

-1.378 -2.600% -0+035.000 -1.118 -1.400%

-1.300 -2.800% -0+030.000 -1.020 -1.200%

-1.238 -3.000% -0+025.000 -0.938 -1.000%

-1.190 -3.200% -0+020.000 -0.870 -0.800%

-1.158 -3.400% -0+015.000 -0.817 -0.600%

-1.140 -3.600% -0+010.000 -0.780 -0.400%

-1.138 -3.800% -0+005.000 -0.758 -0.200%

-1.150 -4.000% 0+000.000 -0.750 0.000%

-1.178 -4.200% 0+005.000 -0.758 0.200%

-1.220 -4.400% 0+010.000 -0.780 0.400%

-1.277 -4.600% 0+015.000 -0.817 0.600%

-1.350 -4.800% 0+020.000 -0.870 0.800%

-1.437 -5.000% 0+025.000 -0.937 1.000%

-1.540 -5.200% 0+030.000 -1.020 1.200%

-1.658 -5.400% 0+035.000 -1.118 1.400%

-1.790 -5.600% 0+040.000 -1.230 1.600%

-1.937 -5.800% 0+045.000 -1.357 1.800%

-2.100 -6.000% 0+050.000 -1.500 2.000%

Left Side Slope%

Left Side Slope%

Right Side Offset

Calculate

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Page 21: Road Alignment Calculation v 104

-2.000%

2.000%

10.000

Calculated

Right Side

Super Elevation

-1.700

-1.538

-1.390

-1.257

-1.140

-1.038

-0.950

-0.877

-0.820

-0.778

-0.750

-0.738

-0.740

-0.757

-0.790

-0.837

-0.900

-0.978

-1.070

-1.177

-1.300