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Table 2 (Clause 29)
Track
Classification
Annual passing
tonnage (t/year)
Maximum
Train speed V
max (km/h)
Wheel axle
P max
(ton)
Rail TypeType of sleeper
Sleeper spacing (mm)
Type of
fastener
Upper ballast
thickness (cm)
Ballast
shoulder
width (cm)
1st
2nd
3rd
4th
4ths
> 20.106
10. 10620. 106
5.10
6 10. 10
6
2,5. 1065. 10
6
< 2,5. 106
120
110
100
90
80
18
18
18
18
18
R.60 / R.54
R.54 / R.50
R.54/ R.50/ R.42
R.54/ R.50/ R/42
R.42
600
Concrete
600
oodenConcrete/w
600
ood/steelConcrete/w
600
ood/steelConcrete/w
600
Wood/steel
EG
EG
EG
EG/ET
ET
30
30
30
25
25
50
50
40
40
35
Note: ET: Single elastic EG: Double elastic
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2.75m 2.75m
2.75m2.75m
Fig.1 (Clause 27(1))
Width of formation level
Earth Work Section
a. Single Track Section
LL
b. Double Track Section
L L
Fig. 2 (Clause 27(3))
Elevation Track Structure
a. Single Track Section
b. Double Track Section3.15 3.15
3.153.15
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Table3 (Clause 35)
1. Sleeper Spacing
(1) Ballast Section
a. In the case of suspended joint methode section
Length of rail
25m 17m 13.7m
Rate of Sleeper
fixing (pcs)
Sleeper Spacing (mm) Rate of Sleeper
fixing (pcs)
Sleeper Spacing (mm) Rate of Sleeper
fixing (pcs)
Sleeper Spacing (mm)
A B C A B C A B C
43
(42)
380
(-)
504
(599)
595
(610) 30
(29)
380
(-)
504
(599)
608.5
(608.5) 23
(22)
380
(-)
504
(599)
595
(595)
520
(-)
469
(599)
595
(595)
520
(-)
469
(599)
608.5
(608.5)
520
(-)
469
(599)
595
(595)
Note : ( ) of figure of sleeper spacing of after pull out one piece sleeper due to changed to long rail from standard rail.
Jointed rail After change to long rail
C B B A B B C C B B B B C
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b. In the case of supported Joint method section
Length of rail
25m 17m 13.7m
Rate of Sleeper
fixing (pcs)
Sleeper Spacing (mm) Rate of Sleeper
fixing (pcs)
Sleeper Spacing (mm) Rate of Sleeper
fixing (pcs)
Sleeper Spacing (mm)
A B C A B C A B C
43
(42)
473
(-)
484
(576.4)
598
(598)
30
(29)
473
(-)
425.5
(529.7)
598
(598)
23
(22)
473
(-)
484
(576.4)
598
(598)
Note : ( ) of figure of sleeper spacing of after pull out one piece sleeper due to changed to long rail from standard rail.
Jointed rail After change to long rail
C B B A B B CA C B B B B CB
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(2) No ballast section
Suspendeed joint method section ( reference)
Length of rail
25m
Rate of sleeper
fixing (pcs)
Sleeper spacing (mm)
A B C
34 300 573 760
37 300 453 700
39 300 473 660
41 300 478 625
44 300 463 580
46 300 528 550
52 300 470.5 485
54 300 369 470
60 300 383 420
63 300 353 40068 300 328 370
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A
A'
Beginning edge of buffer stop
Rail Face
Screened gravel or crushed
30
1:1,5
A A
Rail Face
1:1,5500mm
Center line
Beginning edge of buffer stop
Fig. 3 (Clause 50)
Buffer Stop
(1)First Class Plan
Vertical Section
Cross Section
(2) Second Class buffer stop (Side View)
(3) Third Class Type-I Buffer Stop (Side View)
4,5m
Ballast
+ 1.00
PLAT 12X65X240 mm
BEUGEL 19 mm
+ 0.75
0.70
1.20 1.20
0.70 0.70 0.70
0.00
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a a
(4) Third Class Type-II Buffer Stop
(Side View)
Fig. 4 (Clause 51)
Skelton on Scotch Block
Cut off of Sleeper
Fig. 5 (Clause 56.2)
Distance Post
(1)Km Post
(2) Steel Made
(1) Wooden Made
05
+0.00
-0.52
2.50
0.03
0.
08
0.1
8
0.2
0
0.30
0.
20
0.10
0.
02
1.2
0
0.10
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(2)100 m Post
(3)500m Post+0.00
-0.52
2.50
0.03
0.20
0.
10
0.
15
0.
20
0.
10
0.10
5
+0.00
-0.52
2.50
0.03
0.20
0.
10
0.
15
0.
20
0.
10
0.10
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152
152
1
25Near the
Beginning pointBlack
Gradual
decrease post
(Run off post)
Cant diminishing
distance
I I
CircularCurve
Curve Post
Type I
Straigh
III
I
Curve Post
Type IICurve Post
End of Transition
Curve
Gradual Decrease
Post (Run off Post)
Point of Compound
Curve Contact
Beginning of
Transition CurveBeginning of
Circular Curve
End of Circular
Curve
Fig. 6 (Clause 56.3)
Distance Indicating Post
At distance changing point
Back Front Side
Fig. 7-1 (Clause 57 & 58)
Method of erectional curve and
Gradual decrease post
(1) Simple Curve (Without transition curve)
(2) Compound Curve
Near the
Ending point
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I
I
Curve Post
Type II Gradual TransitionPost
(3) Simple Curve (With Transition Curve)
Fig. 7-2 Curve Post (Type-I)
Fig. 8 Run off Post (Clause 58)
50
50
150
700
20203
0
Black50
0.4
74
0.5
2
0.
40
0.1
0
0.60
0.60
60O
R
P