Highway Research Record No. 39 - Indian Roads Congress

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16 vii. viii. ix. x. AC / BC / DBM may be laid with Wheeled Pavers. Overlay may be laid immediately on installation of ASPHAlTOSEAl. No curing period is required. Proper protection of laid ASPHAlTOSEAl from damage is to be ensured in the event of delay of AC / BC / DBM overlay. Traffic should not be allowed before laying overlay on ASPHAlTOSEAl. present Status and progress Status: • • ASPHAlTOSEAl has been renewed accreditation by IRC, New Delhi, vide their communication IRC- 24(12)/2008(ACC20) dated 22.03.2012 for a period up to 22.03.2014. The Highway Research Board / NHAI has advised the relevant Committees (all Officers and Employees of HQ / ZO / ROs / PIUs / CMUs / Site Offices ) of IRC for continuing consideration / recommendation of the usage of this accredited new material / technique in the on-going projects within the existing contract conditions. Year of Last Report : October 2012 Significance and utilization potential ASPHAlTOSEAl is a bitumen pad consisting of a high strength, heat resistance with reinforcement in APP Modified Asphalt. The roll is supplied in thickness of 3 mm. ASPHAlTOSEAl bitumen pad has been specifically designed to waterproof concrete structures that utilize and Asphaltic Concrete Wearing Surface such as on Bridges, overpasses and parking decks. ASPHAlTOSEAl bitumen pad protects the concrete structure from the corrosive affects of decicing salts. ASPHAlTOSEAl bitumen pad has been uniquely formulated to perform under the most demanding conditions. The mesh strengthens and reinforces the system. The mesh and rubberized asphalt interact to form a tough pad that remains flexible through a wide range of temperature and substrate movements. The tacky rubberized asphalt assures quick adhesion to the concrete deck. Asphaltic concrete will flow into the mesh when the asphalt mix is compacted on laid asphalt at the minimum temperature of 135 o C (275 o F). The asphalt does not require any protection system when applied under asphalt wearing course. ASPHAlTOSEAl bitumen pad provides good bonding and a homogeneous waterproof layer between the Concrete Deck and the asphaltic concrete overlay. Full adhesion of the Mastic Pad to the concrete deck GENERAl REPORT ON prevents water migration below. ASPHAlTOSEAl is manufactured to stringent quality standards (ASTM D 622), and is delivered ready to apply by thermofusion. Another unique advantage is the ability of ASPHAlTOSEAl to self-seal. The pad can be applied over active cracks, less than 6 mm in width without any tapping of the crack or special preparation. ASPHAlTOSEAl will withstand foot traffic and light construction traffic immediately after installation. Paving can commence as soon as ASPHAlTOSEAl is laid. Further information/Copy of the report can be obtained from Mr. Hardik Shah, Director, Tiki Tar Industries (Baroda) limited, 8 th Floor, Neptune Tower, Productivity Road, Vadodara-390 007, Mobile (0) 93201 11042, phone (022) 41266664, Fax (022) 25667830, e-mail ID: hardik@tikitar.com 8. Use of Laterite Stone in the Road Construction Date of Start : April 2011 Date of Completion (Targeted): December 2014 Maharashtra Engineering Research Institute (M.E.R.I), Nashik-422 004 Scope and objectives Use of locally available material i.e., laterite stone B.B.M in road construction to minimize the cost of construction. Methodology Experiment of using laterite stone in place of trap besalt stone in B.B.M is carried out in Ratnagiri District of Maharashtra, on One test track having W.B.M. Surface (Kapadgoan-ODR-95 to Joshiwadi, V.R.-100, km 2/850 to 3/350) and Second test track having B.T. surface (Phansawale Bhoke Masebao V.R.-8, km. 0/00 to 0/500) in April 2011. Premansoon & postmansoon observations o these test tracks will be taken for next three years till Nov, 2014. Further information / Copy of report can be obtained from The Research Officer, Highway Research Division No.1, Maharashtra Engineering Research Institute (M.E.R.I), Dindori Road, Nashik-422004, phone: 0253-2530956 Fax: 0253-2530764, e-mail ID: mahamargmeri@ gmail.com 9. Use of Waste Plastic in Construction of Roads. Date of start: June-2010 Date of completion (Targeted): December- 2013
Gujarat Engineering Research Institute (GERI), Vadodara Scope and Objective (i) To find improvement in Quality, serviceability & life of road constructed using waste plastic. (ii) To find out improvement in quality of bitumen by adding waste plastic. (iii) To find the way of scientific disposal of plastic waste, especially the low end type with value addition. Methodology An experimental stretch using waste plastic of 500 m. length in km 7/900 to 8/400 and a control panel (i.e. without using waste plastic) of 500 m. length in km. 7/400 to 7/900 were laid in June-2010 on Surat – Dandi road, Gujarat. The plastic waste was added 5 Per cent by weight of bitumen to hot aggregate by replacing the same weight of bitumen. The tests like BBD test, Distress measurement and Riding Quality of surface are being carried out under Pre & post monsoon observations under performance study of the road. Interim Conclusions/ Supporting Data It can be drawn after significant data of observations collected during performance study. Further information / copy of report can be obtained from Road Research Division-1, Gujarat Engineering Research Institute (GERI), Race Course, Vadodara- 390007, phone : 0265 2313413-14-15 Fax : 0265 2313416, e-mail ID: rorrd12006@rediff.com 10. Zycosoil Nanotechnology Multilayer Waterproofing Treatment of Soil & Asphalt ROAD RESEARCH IN INDIA 2011-12 17 Concrete in Road Construction; Bharthana- Bharthali road Tal.-Karjan, Dist.-Vadodara Date of Start: March-2010 Date of Completion (Targeted): June-2012 Gujarat Engineering Research Institute, Race Course Vadodara present Status and progress Status: Ongoing Year of Last Report: Year 2012 progress: Under evaluation. Further Findings/Conclusions/Supporting Data Second post monsoon intermediate brief report as given below: Second post monsoon intermediate brief report location: 700 m road of Bharthana-Bharthali Tal. – Karjan. Dist.- Vadodara. The break up treatment on stretch alongwith status of road after second post monsoon Year 2011 limitations of Conclusions or Interim Conclusions Conclusive report could be generated after third successful monsoon. Further information/Copy of report can be obtained from Gujarat Engineering Research Institute, Racecourse Vadodara, phone: 0265-2313412, Fax: 0265-2313416 e-mail ID: rorrd12006@rediffmail.com Section Chainage length, m Width, m Details observations A 1520 to 1770 250 3.75 Untreated section Part section damaged after first monsoon was patched. After second monsoon patch work again damaged with cracks and depressions. Cracks, depression also observed in other length in the section B 1770 to 1920 150 3.75 Soil subgrade multilayer Small pot holes observed on BT surface. treatment with Zycosoil C 1920 to 2130 210 3.75 Zycosoil treatment in Soil subgrade, prime coat, tack coat and hot bitumen mixes D 2130 to 2220 90 3.75 Zycosoil mixed in Bitumen at plant site for wearing course (carpet and sealcoat) The wearing surface is observed without potholes or cracks, however surface smoothness has been affected. In this section no potholes or no cracks, no depression observed, however surface smoothness has been affected.
Page 2 and 3: Written Comments on this highWay re
Page 4 and 5: 2. RIGID PAVEMENTS 18 sUmmary 18 a.
Page 6 and 7: III. BRIDGE ENGINEERING 43 sUmmary
Page 8 and 9: B. on-going / ComPLeted ProJeCts 83
Page 10 and 11: 2. Capacity analysis of three Legge
Page 13 and 14: General report on roaD reSearCH In
Page 15 and 16: and Gujarat states; and design, con
Page 17 and 18: construction. Utilization of lateri
Page 19 and 20: elated studies, Transportation Plan
Page 21 and 22: a. proJeCtS reporteD For tHe FIrSt
Page 23 and 24: 5. Development of Improved Material
Page 25 and 26: progress: Govt. of Gujarat has inst
Page 27: present Status and progress Marshal
Page 31 and 32: a. proJeCtS reporteD For tHe FIrSt
Page 33 and 34: ROAD RESEARCH IN INDIA 2011-12 21 3
Page 35 and 36: Interim Conclusions/ Supporting Dat
Page 37 and 38: ROAD RESEARCH IN INDIA 2011-12 25 B
Page 39 and 40: • Selection and laboratory testin
Page 41 and 42: 2. Design, Construction and Perform
Page 43 and 44: ROAD RESEARCH IN INDIA 2011-12 31 I
Page 45 and 46: Further information/Copy of report
Page 47 and 48: 7. Feasibility Study of a patented
Page 49 and 50: angle of friction. A combination of
Page 51 and 52: Significance/ Utilisation potential
Page 53 and 54: Further information / Copy of repor
Page 57 and 58: The measured displacements of bridg
Page 59 and 60: • Development of procedures for f
Page 61 and 62: the Mobile Bridge Inspection Unit (
Page 63 and 64: progress: The objective of this pro
Page 67 and 68: side i.e. 0% at 50-55 Hz for both e
Page 69 and 70: under second priority and 8 Junctio
Page 71 and 72: District Tourism Promotion Council
Page 73 and 74: each sub route was computed using a
Page 75 and 76: Further information/Copy of report
Page 77 and 78: and interview method. Further surve
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3. To carry out necessary techno-ec
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• • • motorcycles: A note Tra
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way. Besides this, the parking char
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are to be addressed and necessary a
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made for any particular route. Freq
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a. proJeCtS reporteD For tHe FIrSt
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study, the condition of most of the
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Collection of Data: Collection of d
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‘without’ project scenarios. Th
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limitations of conclusions The stud
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• Diurnal variations in the patte
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ROAD RESEARCH IN INDIA 2011-12 89 V
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C. reSearCH proJeCtS relateD to tHe
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Salient-Findings and Conclusions Th
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oad designers and managers. Rural r
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d) e) f) b. Development of composit
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Proposed Methodology (Type of study
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• • • Conducting laboratory E
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Proposed Methodology Experimental s
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• These transition temperature de
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• deformation (rutting) than that
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• • • mixes using treated agg
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last two decades, resulted in large
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ased on reliability analysis method
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• pavements (15 years) and long-l
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7. 8. 9. interface of WBM-modified
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• • • • • 14 to 2.42 mm/s
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2. stresses in the post-tensioned c
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15. Urban Speed Management for Tiru
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Scope and Objectives The cellular a
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• • • To model congestion on
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Andhra Pradesh. Pin: 523002, Mobile
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• • • • • • Similarly a
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Scope and Objectives The process of
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• The results indicate that for t
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Scope and Objectives Conventional s
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subgrade soil”, ‘National Confe
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Salient-Findings and conclusions Th
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Further information/Copy of the rep
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IIT Madras., Mobile: 08608651677 e-
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• To suggest guidelines, standard
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34. Intercity Passenger Travel Dema
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the individual travel times. It has
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e) f) g) h) i) i. ii. iii. i. ii. i
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• Traveller Information System in
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To satisfy the fourth objective of
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improving air quality and reducing
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development of APMs, models were de
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ROAD RESEARCH IN INDIA 2011-12 167
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1. 2. 3. 4. ROAD RESEARCH IN INDIA
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Reporting Organisation (R) Sponsori
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eportInG orGanISatIon: 1 Project Ti
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ROAD RESEARCH IN INDIA 2011-12 175
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Highway Research Record No. 39 - Indian Roads Congress

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