Railway Embankment

8/12/2019 Railway Embankment

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MEETING

NO. DATE OFFICERS PRESENT

1 03-08-2010 1.CETD,CCED, Mr.Kumar,

S.Ramamurthy, Ananda,

N.Sridhar,


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POINTS DISCUSSED

REMARK

S

1. Reviwed lay out of YTPS. 2. Railway yard proposed to be on

embankment with the RC ducts for crossing as there is difference in

elevation at teh beginning & end to a tune of 20m.. 2. FOPH to be

located on the Right side of the yard.3. The service line can bedispensed with as most of TG parts are expected on road. 4. It is

proposed have a gantry at the begining of the yard to unload the

materials received by railways. 5. Aquisition of land to be made at the

tail end of the yard. 6. Fly ash from ash pond of RTPS is proposed for

embnakment. a) Approximate quantity of embankment will be 5.0

M.cum. Cost at 120/cum will be 600 Million INR.b)the cost if concrete

platform is proposed quantity will be about 8 lakh cum cost at

9000/cum will be 7200Million INR 6. Raods and drains to be reviewed.

7. Station building graded level approx. RL 358.00m 8.Difference in

pinth & raod level. Evonica to review the lay out. 9. CETD furnish yardlayout 10.Fly over of state high way across the railway line to be done.

Construction & necessarry deviations shall be palnned for double

lines.Possibility of under pass is difficult due to huge rock excavation in

the reach. geotechnical investigation in this area is necessarry


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POLLUTION NORMS

SOURCE OF WATER: KRISHNA

BOILER & CW BLOW DOWN TO BE LED TO CMB

COC=5

MAX BOTTOM ASH SHOULD BE < 950.4 TPD

FLY ASH < 3801.6 TPD

SLUDGE FROM ETP < 63 TPDSTP SLUDGE < 0.04 TPD


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Rail formation el 675.000shoulder 1.5M berm 1.5 m

side slope 1.50H:1V ROAD WIDTH 7.50 M

Chainage

(units) ChainageContour

level

Track

width

units

TRACK

WIDTH

TOP

WIDTH

depth

embk

bed

width

average

width9m0area qty cuml qty

m m m m m m m m m m m

0.00 0.00 675.000 0.10 4.55 15.05 0.00 15.05 15.045 0.00 0

1.85 84.08 674.500 0.25 11.36 21.86 0.50 23.36 22.6125 11.31 475.3289 475

4.75 215.89 674.000 1.10 50.00 60.50 1.00 63.50 61.995 62.00 4830.736 53065.35 243.16 673.500 1.45 65.90 76.40 1.50 80.90 78.6525 117.98 2453.942 7760

7.75 352.24 673.000 2.00 90.90 101.40 2.00 107.40 104.4 208.80 17822.51 25583

9.40 427.23 672.500 2.35 106.81 117.31 2.50 124.81 121.0575 302.64 19177.22 44760

10.00 454.50 672.000 2.00 90.90 101.40 3.00 110.40 105.9 317.70 8458.387 53218

10.55 479.50 671.500 2.20 99.99 110.49 3.50 120.99 115.74 405.09 9033.972 62252

11.60 527.22 671.000 2.40 109.08 119.58 4.00 131.58 125.58 502.32 21651.94 83904

13.70 622.67 671.000 3.10 140.90 151.40 4.00 163.40 157.395 629.58 54017.1 137921

15.30 695.39 671.000 3.50 159.08 169.58 4.00 181.58 175.575 702.30 48427.16 186348

17.70 804.47 671.000 4.20 190.89 201.39 4.00 213.39 207.39 829.56 83547.64 269896

19.20 872.64 670.500 4.50 204.53 215.03 4.50 228.53 221.775 997.99 62296.53 332192

19.90 904.46 670.000 4.60 209.07 219.57 5.00 234.57 227.07 1135.35 33936.07 366129

20.30 922.64 669.500 4.75 215.89 226.39 5.50 242.89 234.6375 1290.51 22051.03 388180

21.05 956.72 669.000 4.90 222.71 233.21 6.00 251.21 242.205 1453.23 46763.55 434943

22.60 1027.17 668.500 5.10 231.80 242.30 6.50 263.30 252.795 1643.17 109066.7 544010

23.40 1063.53 668.000 5.20 236.34 246.84 7.00 269.34 258.09 1806.63 62717.32 60672724.85 1129.43 667.500 5.30 240.89 251.39 7.50 275.39 263.385 1975.39 124622.2 731349

25.40 1154.43 667.000 5.30 240.89 251.39 8.00 276.89 264.135 2113.08 51100.73 782450

26.65 1211.24 666.500 5.30 240.89 251.39 8.50 278.39 264.885 2251.52 123982 906432

27.25 1238.51 666.000 5.40 245.43 255.93 9.00 284.43 270.18 2431.62 63854.65 970287

27.90 1268.06 665.500 5.40 245.43 255.93 9.50 285.93 270.93 2573.84 73936.83 1044224

28.30 1286.24 665.000 5.40 245.43 255.93 10.00 287.43 271.68 2716.80 48091.87 1092315

28.65 1302.14 664.500 5.40 245.43 255.93 10.50 288.93 272.43 2860.52 44360.57 1136676

29.20 1327.14 664.000 5.40 245.43 255.93 11.00 290.43 273.18 3004.98 73311.36 1209987

29.95 1361.23 663.500 5.45 247.70 258.20 11.50 294.20 276.2025 3176.33 105352.7 1315340

30.35 1379.41 663.000 5.45 247.70 258.20 12.00 295.70 276.9525 3323.43 59082.81 1374423


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30.80 1399.86 662.500 5.40 245.43 255.93 12.50 294.93 275.43 3442.88 69193.93 1443617

31.85 1447.58 662.000 5.40 245.43 255.93 13.00 296.43 276.18 3590.34 167821.3 1611438

32.75 1488.49 661.500 5.40 245.43 255.93 13.50 297.93 276.93 3738.56 149894.2 1761332

33.45 1520.30 661.000 5.40 245.43 255.93 14.00 299.43 277.68 3887.52 121311.8 1882644

35.15 1597.57 660.500 5.40 245.43 255.93 14.50 300.93 278.43 4037.24 306153.1 2188797

35.45 1611.20 660.000 5.35 243.16 253.66 15.00 300.16 276.9075 4153.61 55841.1 2244638

36.15 1643.02 659.500 5.30 240.89 251.39 15.50 299.39 275.385 4268.47 133974.2 2378613

36.95 1679.38 659.000 5.30 240.89 251.39 16.00 300.89 276.135 4418.16 157922.9 2536535

37.55 1706.65 658.500 5.30 240.89 251.39 16.50 302.39 276.885 4568.60 122534.5 2659070

38.20 1736.19 658.000 5.30 240.89 251.39 17.00 303.89 277.635 4719.80 137201.2 2796271

38.95 1770.28 657.500 5.20 236.34 246.84 17.50 300.84 273.84 4792.20 162120.1 2958391

39.40 1790.73 657.000 5.10 231.80 242.30 18.00 297.80 270.045 4860.81 98714.09 3057105

40.30 1831.64 656.500 5.00 227.25 237.75 18.50 294.75 266.25 4925.63 200157.1 3257262

41.05 1865.72 656.000 5.00 227.25 237.75 19.00 296.25 267 5073.00 170414.1 3427676

41.65 1892.99 655.500 4.90 222.71 233.21 19.50 293.21 263.205 5132.50 139152 3566828

43.10 1958.90 655.000 4.70 213.62 224.12 20.00 285.62 254.865 5097.30 337084.6 3903913

43.75 1988.44 654.500 4.65 211.34 221.84 20.50 284.84 253.3425 5193.52 152008.3 4055921

44.15 2006.62 654.000 4.60 209.07 219.57 21.00 284.07 251.82 5288.22 95279.03 4151200

44.45 2020.25 653.500 4.50 204.53 215.03 21.50 281.03 248.025 5332.54 72407.01 4223607

45.65 2074.79 653.000 4.50 204.53 215.03 22.00 282.53 248.775 5473.05 294668.4 4518276

45.95 2088.43 652.500 4.35 197.71 208.21 22.50 277.21 242.7075 5460.92 74542.33 4592818

46.95 2133.88 652.500 4.20 190.89 201.39 22.50 270.39 235.89 5307.53 244712.9 4837531

47.55 2161.15 652.500 4.00 181.80 192.30 22.50 261.30 226.8 5103.00 141947.5 4979478

48.55 2206.60 652.500 3.80 1 72.71 183.21 22.50 252.21 217.71 4898.48 227283.5 5206762

600E+04

CHAINAGE VS QUANTITY


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7.50 1.5

1.50


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0,000E+00

1,000E+00

2,000E+00

3,000E+00

4,000E+00

5,000E+00

6,000E+00

0.00 10.00 20.00 30.00 40.00 50.00 60.00

AREASQ

.M

CHAINAGE METER

CHAINAGE VS AREA

Series2


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Conveyor capacity 1800 TPH

Crusher Capacity 900 TPH

Stacker Reclaimer 1800 TPH

Height Stock Pile 10 m8.5 m

Boom length 45 m

Wagon capacity 110 MT for WT

Cross over at for galleries at every 100m

Crusher In put -300 mm

Out put -20 mm

Vibrating screen IS 3823

Crusher Vibrtaion isolation 90%

Stiffness of supporting structure>10 xstiffness of spring

Frequency of deck 20% above the operating frequency of motor.


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WEATHERING COURSE 0.1404 kn/SQ.M PP256

Indicate Ubits for imposed loads PP257

Seismic load as required by owner pp258

Include digonal wind under wind load case pp258

Dust load for non accessible roof 0.125t/sq.m pp257

Dust load for accessible roof 0.05t/sq.m pp257

x) Add for steel structures in "Permissible deflection (unless specified

shall be L/325(both vertical & horizontal).." pp262

For all earth retaining structure & ground level slab for tanks, minimum

surcharge load of 2t/sq.m shall be considered

No review of SBC even if settlement is less than the allowable limit.

Therefore remove the paragraph. pp271

para xvii)One geade higher than the base concrete shall be used for grout. pp275However for eqipment foundation.

Fence post shal have minimum size of foundation as 750x750x750 with

minimum depth of embedment of angle shall be 600mm pp276

All brick masonry works shall be 300mm above the FGL pp276

Minimum grade of concrete : In table for water retaining struct. Use M25 pp278

Railway Embankment

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