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USE OF WASTE PLASTICS IN CONSTRUCTION OF
BITUMINOUS PAVEMENTS
BY
A.SUHRUDHA
C.G.THARAK SAI
SREE VIDYANIKETHAN ENGINNERING COLLEGE
PLASTIC
WHY ? WHICH ? HOW ?
TYPE OF PLASTIC ORIGIN SUITABILITY
Low density polyethylene (LDPE) bags, sacks, bin lining
YES
High density polyethylene (HDPE) bottles of pharmaceuticals, disinfectants,
milk, fruit juices, bottle caps
YES
Polypropylene (PP) film wrapping for biscuits, microwave trays for
ready-made Meals
YES
Polystyrene (PS) yoghurt pots, clear egg packs, bottle caps
YES
Polyvinyl Chloride (PVC): mineral water bottles, credit cards, toys,
pipes and gutters; electrical fittings,
furniture, folders and pens
NO
HOW TO USE ?
AGGREGATE:-
Aggregate of 20mm, 10 mm.
Stone Dust and Lime as Filler.
BITUMEN:-
60/70,80/100 grade bitumen.
WASTE PLASTIC:-
Waste plastic in the shredded form.
WET PROCESS
STEP 1
• PLASTIC WASTE COLLECTION AND STORAGE
STEP 2
• CLEANING AND DRYING OF PLASTIC WASTES
STEP 3
• SHREDDING PLASTIC WASTES INTO REQUIRED SIZES
STEP 4
• BLENDING OF WASTE PLASTICS WITH HOT BITUMEN AT 1600 C
STEP 5
• STIRRING WITH MECHANICAL STIRRER & PROPER COOLING UP TO 1300C-1500C
STEP 6
• MIXING WITH AGGREGATES
STEP 7
• THE MIX IS KNOWN AS WASTE PLASTIC BITUMEN MIX(1200C-1400C) AND IS USED FOR
ROAD LAYING AT 1100C-1300C
AGGREGATES
HOT
AGGREGATES
POLY COATED
AGGREGATES
POLYMER BITUMEN
AGGREGATES MIXTURE
ROAD LAYING
1650C
DRY PROCESS
1100 -1200C
WASTE
PLASTICS
HOT BITUMEN AT
1600C
v Easy process without any new machinery
v Simple process without any industry involvement
v In situ process
v Use of lesser percentage of bitumen and thus savings on
bitumen resource
v Use of plastics waste for a safe and eco-friendly process
v Both Mini Hot Mix Plant and Central Mixing Plant can be used
v Only aggregate is polymer coated and bitumen is not modified
PROPERTIES Modified Mix
(Waste plastic) 8 %
by wt of bitumen
Conventional
Mix
Marshall Stability
(kg)
1700 1350
Bulk
Density(gm/cc)
2.374 2.350
Air Voids (%) 4.4 3.5
VFB (%) 73 76
Flow (mm) 4 4
VMA (%) 16.5 15.6
Retained Stability
(%)
98 88
vTHE VALUES OF INDIRECT TENSILE STRENGTH ARE EVALUATED TO MEASURE
THE RESISTANCE TO CRACKING
vTENSILE STRENGTH RATIO IS A MEASURE OF WATER SENSITIVITY
vTHE RUT RESISTANCE CAN BE QUANTIFIED AS THE RUT DEPTH AT THE
CONCLUSION OF THE TEST
vNO TRACES OF STRIPPING EVEN AFTER 20,000 CYCLES THEREFORE NO
POTHOLES, RUTTING OR RAVELLING CAN BE OBSERVED
FOR 5-6 YEARS AFTER CONSTRUCTION
vTOXICS PRESENT IN THE CO-MINGLED PLASTIC WASTE WOULD START
LEACHING DURING CLEANING PROCESS
vIT IS OPINED THAT THE FIRST RAIN WILL TRIGGER LEACHING
“INDIA” CAN COUNTER THESE DISADVANTAGES
BY IT’S DIVERSE CLIMATIC CONDITIONS
• NO STRIPPING AND NO POTHOLES
• STRONGER ROAD WITH INCREASED
MARSHALLS STAIBILITY
• INCREASE IN BINDING AND BETTER
BONDING
• BETTER RESISTANCE TOWARDS RAIN
WATER AND STAGNATION
• ENVIRONMENTAL BENEFITS
• MUNCIPAL SOLID WASTE MANAGEMENT
• EMPLOYMENT GENERATION
• FARMING COMMUNITY
• NATIONAL ECONOMY
Lab tests and real time
tests have revealed that
the life expectancy of a
plastic polymer road as
compared to a normal
road is at least 100%
more
• International Journal of Application or Innovation in Engineering & Management
-Miss Apurva J Chavan
• International Journal of Scientific Research
Vatsal Patel , Snehal Popli , Drashti Bhatt
• JOURNAL OF INFORMATION, KNOWLEDGE AND RESEARCH IN CIVIL ENGINEERING
AJIM S. SUTAR , SANKET D. AWASARE , ANUJA A. KUKALEKAR
SUCCESS OF RESEARCH IS REFLECTED IN IMPLEMENTATION

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Plastic roads

  • 1. USE OF WASTE PLASTICS IN CONSTRUCTION OF BITUMINOUS PAVEMENTS BY A.SUHRUDHA C.G.THARAK SAI SREE VIDYANIKETHAN ENGINNERING COLLEGE
  • 3.
  • 4. TYPE OF PLASTIC ORIGIN SUITABILITY Low density polyethylene (LDPE) bags, sacks, bin lining YES High density polyethylene (HDPE) bottles of pharmaceuticals, disinfectants, milk, fruit juices, bottle caps YES Polypropylene (PP) film wrapping for biscuits, microwave trays for ready-made Meals YES Polystyrene (PS) yoghurt pots, clear egg packs, bottle caps YES Polyvinyl Chloride (PVC): mineral water bottles, credit cards, toys, pipes and gutters; electrical fittings, furniture, folders and pens NO
  • 6.
  • 7. AGGREGATE:- Aggregate of 20mm, 10 mm. Stone Dust and Lime as Filler. BITUMEN:- 60/70,80/100 grade bitumen. WASTE PLASTIC:- Waste plastic in the shredded form.
  • 8. WET PROCESS STEP 1 • PLASTIC WASTE COLLECTION AND STORAGE STEP 2 • CLEANING AND DRYING OF PLASTIC WASTES STEP 3 • SHREDDING PLASTIC WASTES INTO REQUIRED SIZES STEP 4 • BLENDING OF WASTE PLASTICS WITH HOT BITUMEN AT 1600 C STEP 5 • STIRRING WITH MECHANICAL STIRRER & PROPER COOLING UP TO 1300C-1500C STEP 6 • MIXING WITH AGGREGATES STEP 7 • THE MIX IS KNOWN AS WASTE PLASTIC BITUMEN MIX(1200C-1400C) AND IS USED FOR ROAD LAYING AT 1100C-1300C
  • 9. AGGREGATES HOT AGGREGATES POLY COATED AGGREGATES POLYMER BITUMEN AGGREGATES MIXTURE ROAD LAYING 1650C DRY PROCESS 1100 -1200C WASTE PLASTICS HOT BITUMEN AT 1600C
  • 10. v Easy process without any new machinery v Simple process without any industry involvement v In situ process v Use of lesser percentage of bitumen and thus savings on bitumen resource v Use of plastics waste for a safe and eco-friendly process v Both Mini Hot Mix Plant and Central Mixing Plant can be used v Only aggregate is polymer coated and bitumen is not modified
  • 11. PROPERTIES Modified Mix (Waste plastic) 8 % by wt of bitumen Conventional Mix Marshall Stability (kg) 1700 1350 Bulk Density(gm/cc) 2.374 2.350 Air Voids (%) 4.4 3.5 VFB (%) 73 76 Flow (mm) 4 4 VMA (%) 16.5 15.6 Retained Stability (%) 98 88
  • 12. vTHE VALUES OF INDIRECT TENSILE STRENGTH ARE EVALUATED TO MEASURE THE RESISTANCE TO CRACKING vTENSILE STRENGTH RATIO IS A MEASURE OF WATER SENSITIVITY
  • 13. vTHE RUT RESISTANCE CAN BE QUANTIFIED AS THE RUT DEPTH AT THE CONCLUSION OF THE TEST vNO TRACES OF STRIPPING EVEN AFTER 20,000 CYCLES THEREFORE NO POTHOLES, RUTTING OR RAVELLING CAN BE OBSERVED FOR 5-6 YEARS AFTER CONSTRUCTION
  • 14. vTOXICS PRESENT IN THE CO-MINGLED PLASTIC WASTE WOULD START LEACHING DURING CLEANING PROCESS vIT IS OPINED THAT THE FIRST RAIN WILL TRIGGER LEACHING “INDIA” CAN COUNTER THESE DISADVANTAGES BY IT’S DIVERSE CLIMATIC CONDITIONS
  • 15. • NO STRIPPING AND NO POTHOLES • STRONGER ROAD WITH INCREASED MARSHALLS STAIBILITY • INCREASE IN BINDING AND BETTER BONDING • BETTER RESISTANCE TOWARDS RAIN WATER AND STAGNATION • ENVIRONMENTAL BENEFITS • MUNCIPAL SOLID WASTE MANAGEMENT • EMPLOYMENT GENERATION • FARMING COMMUNITY • NATIONAL ECONOMY
  • 16. Lab tests and real time tests have revealed that the life expectancy of a plastic polymer road as compared to a normal road is at least 100% more
  • 17. • International Journal of Application or Innovation in Engineering & Management -Miss Apurva J Chavan • International Journal of Scientific Research Vatsal Patel , Snehal Popli , Drashti Bhatt • JOURNAL OF INFORMATION, KNOWLEDGE AND RESEARCH IN CIVIL ENGINEERING AJIM S. SUTAR , SANKET D. AWASARE , ANUJA A. KUKALEKAR
  • 18.
  • 19. SUCCESS OF RESEARCH IS REFLECTED IN IMPLEMENTATION