recyling materlas used im bitumenus road pavement PROJECT.pptx

ecyling materlas used im bitumenus road pavement

1. B & B INSTITUTE OF TECHNOLOGY RECYCLING MATERIALS USED IN BITUMENUS ROAD PAVEMENT PREPARED BY:- 1.PANCHAL RUT (186050306014) 2.MISTRY YASH (186050306011) 3.NAYGANDHI JAIMIN (186054306001) 4.PANCHAL MANSI (196050306017) 5.RATHVA HANSA (196050306037) 6.SHAH KRUTI (196050306040) GUIDE BY:- ANKIT PRAJAPATI

2. Content Introduction Introduction of Flexible Pavement Literature Review Project Work

3. What is Pavement? A pavement is the durable surface material laid down on an area intended to sustain vehicular or foot traffic, such as a road or walkway . In the past, gravel road surfaces, cobblestone and granite setts were extensively used , but these surface have mostly been replaced by asphalt or concrete laid on a compacted base course .

4. Types of Pavement Rigid Pavement The pavement which possess good flexural strength and can transfer the wheel on the soil subgrade below without deformation of the pavement is called rigid pavement For Example, RCC Roads Cement concrete Roads Prestressed concrete Roads Flexible Pavement The pavement which possess low flexural strength and can transfer wheel loads on the soil subgrade below by deformation action is called flexible pavement. For Example, Bitumen Roads WBM Roads Stabilized Soil Roads Earth/Gravel Roads

5. objective of the work To study various recycle material in flexible pavement. To check the recycle material use in different proportion in flexible pavement. To check the different types of material strength after using in flexible pavement.

6. INTRODUCTION OF FLEXIBLE PAVEMENT The flexible pavement layers reflect the deformation of the lower layers on to the surface of the layer. Thus, if the lower layer of the pavement or soil subgrade is undulated, the flexible pavement surface also gets undulated.

7. Why used flexible pavement on road Pavements are generally designed and contracted for a design life of 15 years and the top most layers is the costliest component in the flexible pavements and standers design wheel load is made used for flexible pavement design and combine effect of different magnitude of wheel loads their repetition.

8. COMPONENTS OF FLEXIBLE PAVEMENTS

9. Materials of flexible pavements

10. RECYCLED MATRIALS USED IN PAVEMENT

11. USED RECYCLED MATERIALS IN OUR PROJECT.

12. Crumb Rubber Based Type-D CRMB 60 is a Softening Point Based Bitumen modified with Crumb Rubber powder from discarded truck tires used in many applications. Crumb Rubber

13. Why used Waste tires crumb for roads construction ? Globally over 15 million tones of waste tires are generated, annually. India also contributes approx. 1 million tiers annually. If Waste tier crumb is to be used with bitumen for wearing course, an approx. 250 no's of tire waste can be consumed in roads every day or 100,000 no's of waste tire annually .

14. common industrial wastes such as ash are being used in road and building construction and have gained popularity since many years. When coal is burnt in the furnace of the power stations, it results in around 80% of ash. This parts get carried along with flue gases is collected by using either electrostatic or cyclone precipitator which is called fly ash . FLY ASH

15. Why Used FLY ASH IN ROAD construction ? Bulk utilization of fly ash in construction has a lot of potential. National Highway Authority of India (NHAI) is currently using 100 lakh Tone fly ash in construction in different NH projects in India and proposed to increase it two folds in the future. The scope of utilization of fly ash in Road construction are: Embankments and backfills – Reinforced or unreinforced. Stabilization of subgrade, sub-base and base course. For replacing a part of OPC in Concrete pavements, paving blocks, kerb stones

16. Plastic waste:- Plastics is a material that contains one or more organic polymer of large molecular weight, solid in its finished stated and it also can flow under specific state. It is durable and has very slow process of degradation. Plastic can be divided into two major categories which are thermoses and thermoplastics . Thermos is a condition of plastic when it is in solid form. This type of plastic is very useful in their durability and strength.

17. WHY USED PLASTIC WASTE IN ROAD CONSTRUCTION ? The use of plastic waste in road construction can be one of the solutions. This type of construction gives benefit to environment because it uses plastics that would otherwise be disposed Through environmentally harmful means. Other type of methods that has been used to deal with plastic waste is by incineration . However, often incinerators used are not recommended standards and guidelines.

18. LITRETURE REVIEW SERIAL NO TIT NAME AUTHER NAME PUBLICATION YEAR 1. Impact of Fly Ash in Bituminous Mix Shakti Kumar 2016 2. Use of plastic waste in bituminous pavement R.manju , Sathya .s, Sheema.k 2017 3. The Use of Plastic Waste in Bituminous Mixture for the Road Pavement Nurul Asyiqin Binti Ahmad, Ramadhansyah Putra jaya 2015 4. Integration of recycled industrial wastes into pavement design and construction for a sustainable future Ashish tripathy ashutosh 2016 5. Reuse of waste plastic for flexible pavement construction – green method Bereket keflemariam 2017-18

19. SERIAL NO TIT NAME AUTHER NAME PUBLICATION YEAR 6. Evaluation of the effect of Rubber Modified Bitumen On Asphalt Performance Anteneh Greremew 2018 7. A Review Literature On The Use Of Waste Plastics And Waste Rubber Tyres In Pavement Rishi Singh Chhabra , Supriya Marik 2014 8. Highway Materials And Pavement S.K.Khanna 2009 9. Influence Of Fly-Ash As a Filler In Bitumenous Mixers Debashish Kar , Mahabir Panda and Jyoti Prakash Giri 2014 10. Utilization of Waste Polymers For Flexible Pavement and Easy Disposal of Waste Polymers Vasudevan R. , Nigam S.K. , Velkennedy R. 2007

20. Construction of Bitumen Road Bituminous Materials Tar Bitumen Petroleum asphalt Native asphalt Cutback Emulsion

21. IMPORTANCE OF ROADS The importance of roads in a vast country like India can scarcely be exaggerated. A system of well designed well planned and well maintain roads is essential for the contrives economics social and culture progress. It can be started in general that India's efficiency in matter of roads has contributed very largely to her poor development in agriculture, commercial and industrial fields. Transportaion is the most important facility in moving man and materails.it helps primarily in linking production consumption centers. As result , raw and finished goods are utilized far away from there centers of productions.by moving people accessed the country transportation bring about national integration and an understanding deferent culture's. Transportation Is also and essential aspect in military operations . For E.G – The development of Ahmedabad - Surat belt and Bombay- Poona belt is mainly due to good trnaportioan facilities.

22. ADVANTAGES OF ROADS They are essential for economic prosperity and overall development of the country as a whole. They play a vital (important) role in national defiance. Promotes national integration and promotes social and culture growth. They prove to be comparatively cheaper convenient mode of transport in many cases. They assist in maintaining law and order within the country They provide good commercial links between cities They help in growth of trade and other economic activates in and outside the villages and towns. They serve as tool for all forms of development whether industrial, agriculture or trade They serve as a feeder lines for railways, waterways and airways and thus, help in the development of these classes of transport

23. Bitumen % Stability PROJECT WORK normal mix of bitumen

24. Fly Ash Stability Fly ash mix

25. Flow Fly Ash

26. Unit Weight Fly Ash

27. VMA Fly Ash

28. Fly Ash VFB

29. Fly Ash content (%) Stability (kn) Flow (mm) Unit Weight ( kn / cu.m ) VMA (%) (voids in ineral aggregates) VFB (%) (voids filled with bitumen) 25 1230.76 3.25 23.50 16.46 65.85 50 1423.07 3.375 23.7 15.86 15.86 75 1692.23 3.4 24.61 16.06 16.06 100 1000 3.45 23.36 16.79 16.79 Result of fly ash

30. Stability Crumb Rubber Crumb rubber

31. Flow Value Crumb Rubber

32. Bulk Sp. Gravity Crumb Rubber

33. Average Vv Crumb Rubber

34. Average VFB Crumb Rubber

35. Average VMA Crumb Rubber

36. Sr. No Bitumen Content Stability Flow Value Bulk Sp. Gravity Average Vv Average VFB Average   VMA 1 5.0% 1778.67 3.70 2.34 5.14 67.57 15.83 2 5.5% 1962.33 4.07 2.38 4.29 73.69 16.21 3 6.0% 1836.00 4.83 2.33 3.99 76.10 16.64 Result of crumb rubber

37. Volumetric properties of Mixes 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 Result of plastic waste

38. DebashishKar , Mahabir Panda and JyotiPrakashGiri ,“ INFLUENCE OF FLY-ASH AS A FILLER IN BITUMINOUS MIXES”, ARPN Journal of Engineering and Applied Sciences , vol. 9, no. 6, june 2014. B.DurgaPriyanka , P.V.Ajay Kumar, K.Dedeepya , A.Shabuddin , S.KrishnaRao “ USE OF FLY ASH AS MINERAL FILLER FOR BITUMINOUS PAVING” International Journal of Research in Engineering and Technology, Volume: 04 Issue: 01, Feb-2015 S.K. Khanna , C.E.G. Justo, A. Veeraragavan , HIGHWAY MATERIALS AND PAVEMENT, vol. 5th edition, Nem Chand & Bros,Roorkee , 2009. IS: 1202, 1978. Methods for Testing Tar and Bituminous Materials: Determination of Specific gravity. Bureau of Indian Standards, New Delhi, India. IS: 1203, 1978. Methods for Testing Tar and Bituminous Materials: Determination of Penetration. Bureau of Indian Standards, New Delhi, India. Reference

39. IS: 1205, 1978. Methods for Testing Tar and Bituminous Materials: Determination of Softening Point. Bureau of Indian Standards, New Delhi, India. IS: 1206, 1978. Methods for Testing Tar and Bituminous Materials: Determination of Flash and Fire point. Bureau of Indian Standards, New Delhi, India. IS: 2386 (Part I). 1963. Methods of test for aggregates for Concrete. Bureau of Indian Standards, New Delhi, India. IS: 2386 (Part III). 1963. Methods of test for aggregates for Concrete. Bureau of Indian Standards, New Delhi, India. IS: 2386 (Part IV). 1963. Methods of Test for Aggregates for Concrete. Bureau of Indian Standards, New Delhi, India. Highway Engineering by S. K. Khanna & C. E. G. Justo; Nemchand&Brothers , Roorkee ASTM D 1559. 1989. Test Method for Resistance of Plastic Flow of Bituminous Mixtures Using Marshall Apparatus. American Society for Testing and Materials, Philadelphia, USA

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