poster on doubling project.. insights , result and discussion along with well maintained clear formatting

1. PLANNING OF DOUBLING OF BROAD GAUGE RAILWAY LINE AT
SHIVNAGAR –BANDHUAKALAN (10 KM)
BY: Neha Singh (1212200073),Rakesh Kumar Gupta(1212200083),Zeeshan Ahmed (1212200126)
PROJECT GUIDE: Ms. Deepti Gupta (Sr. Lecturer)
Department of civil engineering, srmgpc ,lucknow
Doubling of railway line means construction of
an additional line.
The doubling of Utraitia - Sultanpur-Zafrabad
project is for diverting freight traffic from
Mughalsarai - Allahabad - New Delhi route so as
to provide room for additional coaching traffic
to be introduced in near future .
Specific section of 10 kms length between
Shivnagar and Bandhuakalan has been selected
for the project.
INTRODUCTION
OBJECTIVE
To eradicate mounting pressure of rail traffic.
To get the optimum benefit from the modern
maintenance machines.
To cope up with the additional requirement to
traffic.
The need to divert rail traffic from one route
to another due to accident /mishap, or any
other unforeseen reason.
To reduce initial costs of a line that is certain
to see heavy traffic in the future.
RESULT ANALYSIS
TRAFFIC SURVEY DETAILS
Timings of the
train
(Hourly basis)
No. of trains
passing
SHIVNAGAR
No. of trains
passing
BANDHUAKALAN
BEFORE AFTER BEFORE AFTER
03:00-04:00 0 0 0 0
05:00-06:00 0 2 0 2
06:00-07:00 1 1 2 2
07:00-08:00 1 1 0 0
08:00-09:00 1 4 1 5
10:00-11:00 0 0 0 0
11:00-12:00 0 0 0 2
12:00-13:00 1 1 0 0
13:00-14:00 0 2 0 3
14:00-15:00 0 2 0 1
15:00-16:00 0 2 0 1
16:00-17:00 0 2 0 1
17:00-18:00 0 0 0 2
18:00-19:00 0 3 0 0
19:00-20:00 2 2 2 2
20:00-21:00 0 0 0 0
21:00-22:00 1 1 1 1
23:00-00:00 0 0 0 0
TOTAL 7 23 6 22
LIST OF LEVEL CROSSINGS
SN Level X-
ing No.
Manned /
Unmanned
Interlocked/
Non interlocked
Remark
1 82/C Manned Interlocked Traffic
2 83/C Manned Interlocked Traffic
3 84/C Manned Non-interlocked Engineering
4 85/C Manned Non-interlocked Engineering
5 86/C Manned Non-interlocked Engineering
6 87/C Un- Manned Non-interlocked Engineering
7 88/C Un- Manned Non-interlocked Engineering
8 89/C Un- Manned Non-interlocked Engineering
9 90/C Manned Non-interlocked Engineering
11 91/C Un- Manned Non-interlocked Engineering
12 92/C Un- Manned Non-interlocked Engineering
13 93/C Un- Manned Non-interlocked Engineering
14 94/B Manned Interlocked Traffic
15 95/B Manned Interlocked Traffic
STONE AGGREGATE TEST
SN Sample No. Abrasion value Impact
value
Water
absorption
1 1 16.68% 13.75% 0.296%
2 2 15.90% 13.79% 0.347%
3. AVERAGE 16.29% 13.77% 0.321%
4. MAXIMUM
PERMISSIBLE
VALUE
30% 20% 1%
5. WITHIN
PERMISSIBLE
LIMITSOR
NOT?
YES YES YES
TEST ON BURROW SOIL
SN Location of
Subgrade sample
LL PL Wheth
er of
dispersi
ve
nature
Suitable/
Non
suitable
1 SHIVNAGAR 22.10 6.55 NO Suitable
2 BANDHUAKALAN 22.29 6.70 NO Suitable
SPECIFICATION
METHEDOLOGY
LITERATURE REVIEW
SITE INVESTIGATION
COLLECTION OF SAMPLES
DATA COLLECTION FROM N RAILWAY OFFICE
ANALYSING COLLECTED DATA AND SAMPLES
ESTIMATION OF EARTHWORK
RECOMMENDATIONS AND CONCLUSION
FUTURE SCOPE
ADVANTAGES
Soil report may be used as a reference for other
civil project near the site of project.
Topographical survey data can be used for
similar projects near the site for design of any
other structure.
The traffic survey cab help in proper
maintenance and future developments in the
concerned area.
The continuation of this project will help in
understanding the use of new technologies
employed for this purpose.
It can manage a larger amount of traffic with
usually twice the capacity of single track.
Faster trains can overtake slower ones, and
doubling can contribute to faster operation of
trains.
It is easy to maintenance and engineering work
Provision of alternate routes would reduce
Pressure on existing network .
LIMITATION
Costs more due to requiring more materials and
increased land acquisition costs.
REFERENCES
"Railway Works Engineering" By M.M. Agarwal
Northern Railway Office , Charbagh , Lucknow
“Guidelines For Earthwork In Railway Projects”,
July 2003,Geo-Technical Engineering Directorate,
Research Designs And Standards Organization,
Lucknow – 11
CONCLUSION
Simplified signaling system.
Bi-directional running .
Enhancement of line capacity utilzati9on
Section capacity showed significant increase
Train delay reduced.
QUANTITY ESTIMATE
Subgrade = 74200 Cubic Meter
Blanketing Material = 10600 Cubic Meter
Ballast = 2800 Cubic Meter
Sleeper =16600 Nos.
Rail and
fastenings
60 kg (UIC), 90 UTS rails
Fish
Plates
1 M Long new fish plates with six holes
of standard type
Fish bolts
and nuts
130x25mm new fish bolts with
Hexagonal nuts
Sleepers
and
fastenings
MAIN LINE: PRC sleepers complete
with elastic fastenings to M+ 8 (1660
no. per Km) densities.
Points and
Crossings
60kg rail with curved switches laid on
fan shaped PSC sleepers
Ballast 65mm gauge hard stone Machine
Crushed ballast with cushion of 350mm
on main line and 250 mm on loop line
Guard
Rails
52 Kg rails resting on PSC sleepers have
been provided on all major bridges.
LOCATION
CROSS SECTION