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AJAY D. SHAHU
[20100872]
USE OF WASTE PLASTIC/POLYMER IN
CONSTUTION OF FLEXIBLE
PAVEMENT
Guided By
PROF. S.S. ALASPURKAR
CONTENT
NEED OF TIME
ROAD NETWORK IN INDIA
PLASTIC/POLYMER, GROWTH RATE, EFFECT
PLASTIC AS BINDER
METHODOLOGY
TESTS ON PLASTIC COATED AGGREGATE AND
MODIFIED BITUMEN
RESULTS
COMPARISON
EXAMPLE
CONCLUSION
NEED OF TIME
TO REDUCE POLLUTION
TO REDUCE WASTE
TO RE-USE WASTE
TO SAVE NATURAL RESOURCES
TO PREVENT ENVIRONMENTAL DEGRADATION
THUS TO GET GOOD ATMOSPHERE
ROAD NETWORK IN INDIA
India has a road network of over 3.314 million
kilometres of roadway.
Third largest road network in the world.
As of 2008, only 49% of the network consisted of
paved roads.
India plans to spend approximately US$70 Billion by
2013 to modernize its highway network.
Primary material required for road construction are
rubble, boulder, murrum, aggregate and bitumen.
PLASTIC,GROWTH RATE,EFFECTS
PLASTIC
SYNTHETIC OR SEMI-
SYNTHETIC,POLYME
RS OF HIGH MASS
DERIVED FROM
PETROCHEMICAL IN 2010-12MILLION TONS
TILL 2015-34MILLION TONS
IN INDIA ONLY
OVER 22 MILLION
TONS OF PLASTICS
DISCARDED EACH
YEAR IN THE TRASH
60%-RECYCLE
(6.5 IS RECYCLED)
40%-NON-RECYCLE
PLASTIC IS
NON-BIODEGRADABLE
DUE TO ITS (C=C)
STRONG BONDING,
AFFECTS FERTILITY.
DISPOSAL BY
LAND FILLS OR
INCINERATION
RELEASE VERY TOXIC
GASES SUCH AS
CO, CO2
BITUMEN PLASTIC
Asphalt -Crude Petroleum
Residue From Distillation
Of Crude Oil
Composed Of Highly
Condensed Polycyclic
Aromatic Hydrocarbon
Have Good Binding
Property
Synthetic or Semi-
synthetic
Most Plastics Are
Produced From
Petrochemicals
Polymers Of Ethylene,
Propylene, styrene..Etc
Molten Plastic Waste
Exhibits Good Binding
Property.
PLASTIC AS BINDER
METHODOLOGY
AGGREGATE BITUMEN
 AS PER 2386 (Part III)-1963]
Sieve Analysis of Aggregate
Aggregate Crushing Value
Test
Los Angeles Abrasion Value
Test
Aggregate Impact Value Test
Specific Gravity Test
Water Absorption Test
Penetration Test
Ductility Test
Softening Point Test
Viscosity Test
Flash and Fire Point Test
Bitumen Extractor Test
TEST ON MODIFIED AGGREGATE AND
BITUMEN
RESULTS
Comparison between plain bitumen and modified
bitumen (10% plastic waste):
COMPARISON
Material cost comparison for 1km road
Total material cost reduction=7.99%
EXAMPLE’s
Wajgaon-Kharde Road, MDR-39, Dist. Nashik (LENGTH
146M)
plastic model was successful on major roads in Bangalore
0f about 600 km of roads
1. Shankar Mutt Road,
2. K H Road,
3. M G Road (towards Trinity Circle),
4. J C Nagar Road, Miller's Road,
5. Cunningham Road,
6. Rajarajeshwari Junction,
CONCLUSION
The polymer bitumen blend is a better binder compared to plain
bitumen.
Increase the durability and performance
Increased Softening Point and decreased Penetration Value with
a suitable ductility.
When used for road construction it can withstand higher
temperature. Hence it is suitable for tropical regions.
It has decreased Penetration Value. Hence its load carrying
capacity is increased.
No toxic gas is produced.
Disposal of waste plastic will no longer be a problem.
It is a good saving too.
Hence, A better road can be constructed by using waste plastics .
REFERENCES
 Use of Waste Plastic and Waste Rubber Tyres in Flexible Highway
Pavements
 International Conference on Future Environment and Energy
 IPCBEE vol.28(2012),IACSIT Press, Singapore
 Use of waste plastic in construction of bituminous road
 Mrs. Vidula Swami,
 International Journal of Engineering Science and Technology
 Performance evaluation of waste plastic/polymer modified
bituminous concrete mixes
 Journal of Scientific and Industrial Research
 Vol.68, November 2009,pp. 975-979
 Utilization of Industrial Waste in Flexible Pavement Construction
 Dr. D S V Prasad,Dr. G V R Prasada Raju,M Anjan Kumar,
Associate Professor, GIET, Rajahmundry
THANK YOU…

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FLEXIBLE PAVEMENT

  • 1. AJAY D. SHAHU [20100872] USE OF WASTE PLASTIC/POLYMER IN CONSTUTION OF FLEXIBLE PAVEMENT Guided By PROF. S.S. ALASPURKAR
  • 2. CONTENT NEED OF TIME ROAD NETWORK IN INDIA PLASTIC/POLYMER, GROWTH RATE, EFFECT PLASTIC AS BINDER METHODOLOGY TESTS ON PLASTIC COATED AGGREGATE AND MODIFIED BITUMEN RESULTS COMPARISON EXAMPLE CONCLUSION
  • 3. NEED OF TIME TO REDUCE POLLUTION TO REDUCE WASTE TO RE-USE WASTE TO SAVE NATURAL RESOURCES TO PREVENT ENVIRONMENTAL DEGRADATION THUS TO GET GOOD ATMOSPHERE
  • 4. ROAD NETWORK IN INDIA India has a road network of over 3.314 million kilometres of roadway. Third largest road network in the world. As of 2008, only 49% of the network consisted of paved roads. India plans to spend approximately US$70 Billion by 2013 to modernize its highway network. Primary material required for road construction are rubble, boulder, murrum, aggregate and bitumen.
  • 5. PLASTIC,GROWTH RATE,EFFECTS PLASTIC SYNTHETIC OR SEMI- SYNTHETIC,POLYME RS OF HIGH MASS DERIVED FROM PETROCHEMICAL IN 2010-12MILLION TONS TILL 2015-34MILLION TONS IN INDIA ONLY OVER 22 MILLION TONS OF PLASTICS DISCARDED EACH YEAR IN THE TRASH 60%-RECYCLE (6.5 IS RECYCLED) 40%-NON-RECYCLE PLASTIC IS NON-BIODEGRADABLE DUE TO ITS (C=C) STRONG BONDING, AFFECTS FERTILITY. DISPOSAL BY LAND FILLS OR INCINERATION RELEASE VERY TOXIC GASES SUCH AS CO, CO2
  • 6. BITUMEN PLASTIC Asphalt -Crude Petroleum Residue From Distillation Of Crude Oil Composed Of Highly Condensed Polycyclic Aromatic Hydrocarbon Have Good Binding Property Synthetic or Semi- synthetic Most Plastics Are Produced From Petrochemicals Polymers Of Ethylene, Propylene, styrene..Etc Molten Plastic Waste Exhibits Good Binding Property. PLASTIC AS BINDER
  • 8. AGGREGATE BITUMEN  AS PER 2386 (Part III)-1963] Sieve Analysis of Aggregate Aggregate Crushing Value Test Los Angeles Abrasion Value Test Aggregate Impact Value Test Specific Gravity Test Water Absorption Test Penetration Test Ductility Test Softening Point Test Viscosity Test Flash and Fire Point Test Bitumen Extractor Test TEST ON MODIFIED AGGREGATE AND BITUMEN
  • 9. RESULTS Comparison between plain bitumen and modified bitumen (10% plastic waste):
  • 10. COMPARISON Material cost comparison for 1km road Total material cost reduction=7.99%
  • 11. EXAMPLE’s Wajgaon-Kharde Road, MDR-39, Dist. Nashik (LENGTH 146M) plastic model was successful on major roads in Bangalore 0f about 600 km of roads 1. Shankar Mutt Road, 2. K H Road, 3. M G Road (towards Trinity Circle), 4. J C Nagar Road, Miller's Road, 5. Cunningham Road, 6. Rajarajeshwari Junction,
  • 12. CONCLUSION The polymer bitumen blend is a better binder compared to plain bitumen. Increase the durability and performance Increased Softening Point and decreased Penetration Value with a suitable ductility. When used for road construction it can withstand higher temperature. Hence it is suitable for tropical regions. It has decreased Penetration Value. Hence its load carrying capacity is increased. No toxic gas is produced. Disposal of waste plastic will no longer be a problem. It is a good saving too. Hence, A better road can be constructed by using waste plastics .
  • 13. REFERENCES  Use of Waste Plastic and Waste Rubber Tyres in Flexible Highway Pavements  International Conference on Future Environment and Energy  IPCBEE vol.28(2012),IACSIT Press, Singapore  Use of waste plastic in construction of bituminous road  Mrs. Vidula Swami,  International Journal of Engineering Science and Technology  Performance evaluation of waste plastic/polymer modified bituminous concrete mixes  Journal of Scientific and Industrial Research  Vol.68, November 2009,pp. 975-979  Utilization of Industrial Waste in Flexible Pavement Construction  Dr. D S V Prasad,Dr. G V R Prasada Raju,M Anjan Kumar, Associate Professor, GIET, Rajahmundry