This 3 sentence summary provides the key details about the practical training report:
The report summarizes Himanshu Chakravarti's practical training on the construction of the Badaun-Bareilly bypass road over 4 weeks in June-July 2018. During the training, Himanshu helped with tasks like setting out and leveling the road alignment, earthwork activities like cutting and filling, construction of the sub-base and base courses, application of prime coat, mixing and laying of the wearing course, and quality checks like rolling and testing before opening the road to traffic. The training provided valuable practical experience of road construction that supplemented Himanshu's civil engineering studies.
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BBM PPT By Hchakravarti
1. Pratical Training Report
On
“CONSTRUCTION OF BADAUN-BAREILLY BYPASS ROAD”
At
MAYASHEEL CONSTRUCTION,GHAZIABAD
Submitted for Partial fulfillment of
Bachelor of Technology
CIVIL ENGINEERING
Submitted To:- Submitted By:-
DEPARTMENT OF CIVIL ENGINEERING HIMANSHU CHAKRAVARTI
INVERTIS UNIVERSITY B. TECH, IVth YEAR
BAREILLY ROLLNO.-1650302007
2. AKNOWLWDGEMENT
The training report on “CONSTRUCTION OF BADAUN-BAREILLY BYPASS ROAD” is an
outcome of guidance, moral support and devotion bestowed on us throughout our work. For this I
acknowledge and express our profound sense of gratitude and thanks to everybody who have been a
source of inspiration during the training.
I offer My sincere phrases of thanks with innate humility for “MayaSheel Construction’’ without
whose support and guidance it would not have been possible for this industrial training to have
materialized and taken a concrete shape.
We our also thankful to Mr. Arvind Kumar(HOD CE),Invertis Institute of Technology,Bareilly
I would like to thank Mr.HARI OM SHARMA, Asst.Engineer, MAYASHEEL CONSTRUCTION,
Ghaziabad for his valuable time and guidance in completing my Industrial training and preparation
of the training Report.
DATE: - 04/08/2018 Himanshu Chakravarti
LCI2016001
3.
4. WHAT IS ROAD OR PAVEMENT?
Pavement or Road is an open, generally public way for
the passage of vehicles, people, and animals.
Why the
pavements are
deteriorate
The impact of traffic,
particularly heavy
vehicles.
Environmental factors
such as weather,
pollution.
6. WORK DONE BEFORE
JOINING MY
TRAINING
O.G.L.
sampling
and testing
Soil
sampling
and testing
Source of Bitumen
is decided and
testing is done.
Aggregate
Testing-Source
of aggregate
Grain size analysis
Proctor test,
Atterberg’s Limits test
Free swell index, CBR
8. Doing
Chainage from
Ch 736+50 to
Ch 826+50
• From Badaun-Chandusi highway to Aonla
Crossing.
• The chainage is done for 4.5 kms with in 3
days approx.
Setting out
and
Levelling
• Checking the ground level with the
help of Dumpy level and Auto-level.
• Note the staff reading of the site at
diffferent G.L.
Earthwork
• Embankment work in
cutting and filling of site
acc. to the G.L .
16. Application of
Prime Coat
After 24 hrs
of applying
Prime Coat
Bituminous material of higher
viscosity like hot bitumen at
the rate of 4.9 to 9.8 kg per 10
m2 area Called „Tack Coat‟ is
applied and then the laying of
Wearing Course (DBM &
SDBC/BC) is started.
17. Mixing of the
Bituminous Materials
is done at hot mix
plant where all the
laboratory testing of
the bituminous
materials are done
before mixing and
after mixing.
1
18. 2
The Bituminous Mix is
then charged in
Truck/dumper and
transported to the site
for paving. Once the
material is charged
and transported, it
must be paved it must
not be postponed.
Spreading of Pre-mix
stone chips
21. This training work is a outcome of immense dedication and hardwork of not one but
many people.
The theory part taught in our colleges and universities are bit different than the actual
world.
There are several things which we got to learn in field would never have been learnt
theoretically.
Abrosption of the bitumen into the aggregates due to the gravity effect.
Soil Cutting due the rain water, hence the overall construction cost is increased.
There was interaction with the workers and the public which was something like a
sense of responsibility.
Safety is very important.
The easy spreading nature of bitumen resulting in increased bonding.
Improved properties of PCA bituminous mix, result in Reduction in bitumen
consumption.
Better binding property as observed in extraction of binder test
Higher softening point (upto53 ºC) and thereby withstanding high temperature
Lower penetration value (65mm) and hence higher load carrying capacity
CONCLUSION