Deterioration Modelling of Granular Pavements for Rural Arterial Roads
Total Page:16
File Type:pdf, Size:1020Kb
Load more
Recommended publications
-
Key Summary Pavement Work Tips
pavement work tips - No 9 August 2010 INTRODUCTION Preparation Activities Key Summary Maintenance works need to be planned and Cracking carried out well in advance to ensure that Areas of severe This issue of newly resealed pavements have a surfacing crocodile cracking “pavement work that is: should be removed and tips” provides waterproof and durable replaced. guidelines for the uniform in appearance Cracks wider than timing and 2 mm should be correction of of suitable width repaired by sealing with: pavement defects of adequate ride quality. prior to resealing hot or cold pour An initial assessment must be made to crack sealants determine whether defects can be corrected binder and grit systems with the selection of seal type, for example overbanding (striping) techniques the use of a SAM seal to correct cracking, or application of a geostrip. whether pretreatment is required. Cracks less than 2 mm wide, and minor PREPARATION OF A crocodile cracking, can generally be successfully PAVEMENT FOR RESEALING treated with a reseal or SAM seal using polymer modified binder, geotextile reinforced seal or General fibre reinforced seal. The following pavement preparation A further alternative, for particular application, activities should always be carried out in is use of a slurry surfacing to repair shape and advance of resealing: lock in cracked segments, followed by a SAM seal repair any defects such as wide cracks, for waterproofing. pot holes and structural deficiencies; Crack sealing treatments are further described repair any shoved, rutted or depressed in Pavement Work Tip No 8 and skin patching areas that will affect the shape and ride quality of the reseal; techniques in Pavement Work Tip No 45. -
Victoria Rural Addressing State Highways Adopted Segmentation & Addressing Directions
23 0 00 00 00 00 00 00 00 00 00 MILDURA Direction of Rural Numbering 0 Victoria 00 00 Highway 00 00 00 Sturt 00 00 00 110 00 Hwy_name From To Distance Bass Highway South Gippsland Hwy @ Lang Lang South Gippsland Hwy @ Leongatha 93 Rural Addressing Bellarine Highway Latrobe Tce (Princes Hwy) @ Geelong Queenscliffe 29 Bonang Road Princes Hwy @ Orbost McKillops Rd @ Bonang 90 Bonang Road McKillops Rd @ Bonang New South Wales State Border 21 Borung Highway Calder Hwy @ Charlton Sunraysia Hwy @ Donald 42 99 State Highways Borung Highway Sunraysia Hwy @ Litchfield Borung Hwy @ Warracknabeal 42 ROBINVALE Calder Borung Highway Henty Hwy @ Warracknabeal Western Highway @ Dimboola 41 Calder Alternative Highway Calder Hwy @ Ravenswood Calder Hwy @ Marong 21 48 BOUNDARY BEND Adopted Segmentation & Addressing Directions Calder Highway Kyneton-Trentham Rd @ Kyneton McIvor Hwy @ Bendigo 65 0 Calder Highway McIvor Hwy @ Bendigo Boort-Wedderburn Rd @ Wedderburn 73 000000 000000 000000 Calder Highway Boort-Wedderburn Rd @ Wedderburn Boort-Wycheproof Rd @ Wycheproof 62 Murray MILDURA Calder Highway Boort-Wycheproof Rd @ Wycheproof Sea Lake-Swan Hill Rd @ Sea Lake 77 Calder Highway Sea Lake-Swan Hill Rd @ Sea Lake Mallee Hwy @ Ouyen 88 Calder Highway Mallee Hwy @ Ouyen Deakin Ave-Fifteenth St (Sturt Hwy) @ Mildura 99 Calder Highway Deakin Ave-Fifteenth St (Sturt Hwy) @ Mildura Murray River @ Yelta 23 Glenelg Highway Midland Hwy @ Ballarat Yalla-Y-Poora Rd @ Streatham 76 OUYEN Highway 0 0 97 000000 PIANGIL Glenelg Highway Yalla-Y-Poora Rd @ Streatham Lonsdale -
On Predicting Pavement Surface Distress with Empirical Models of Failure Times
TRANSPORTATION RESEARCH RECORD 1095 45 On Predicting Pavement Surface Distress with Empirical Models of Failure Times WILLIAM D. 0. PATERSON AND ANDREW D. CHESHER A statistical procedure that overcomes common difficulties in the stochastic variations of pavement behavior and represents the development of distress models from empirical data is the concurrent effects of traffic-related fatigue and time-related described and applied in an example. The time at which crack aging, which can vary considerably from region to region. The ing or raveling appears in bituminous pavements is influenced method was developed because the variability evident in real by both trafficking and weathering and varies across pave ments, even under nominally identical conditions. Also, any pavement data and the fact that the time of appearance of data set that represents a uniform sample of roads of all ages in distress usually cannot be observed on all sections within a a network over a given time period will typically include some finite study period were hindering the analysis of cracking and unobserved (or "censored") events, that ls pavements on raveling data from a major United Nations Development Pro which distress began either before or after the observation gram road costs study in Brazil (3). "window." The method applies failure-time theory, using max One example from the World Bank's analysis of this study im um likelihood methods so that censored data can be (2) is given to illustrate the procedure, and guidance is given on Included to prevent statistical bias in the predictions. The variability of failure times is represented by a Weibull distribu its application to other regions. -
9 Study on Distress Patterns, Causes and Maintenance of Flexible
International Journal of Trend in Scientific Research and Development (IJTSRD) Volume 3 Issue 5, August 2019 Available Online: www.ijtsrd.com e-ISSN: 2456 – 6470 Study on Distress Patterns, Causes and Maintenance of Flexible Pavement for Selected Portions Nyein Nyein Thant 1, Soe Soe War 2 1Associate Professor, 2Lecturer 1,2 Department of Civil Engineering, Technological University, Mandalay, Myanmar How to cite this paper : Nyein Nyein ABSTRACT Thant | Soe Soe War "Study on Distress This paper presents the study on flexible pavement distresses and repair Patterns, Causes and Maintenance of techniques in two selected road portions. It is very important to know the Flexible Pavement for Selected Portions" flexible pavement distresses and its patterns. Pavement deterioration is Published in serious problem for road and traffic highway sector in Myanmar. Tada U- International Journal Airport road (6/0 to 8/0 mile) and Paleik-Tada U road (0/0 to 7/0 mile) of Trend in Scientific portions are chosen in this study. The failure patterns are classified depending Research and upon the visual investigation along the study areas and identify the failure Development patterns of the two selected road portions. Map cracking, depression, (ijtsrd), ISSN: 2456- corrugation, rutting, longitudinal cracking, pothole, edge failure, crocodile 6470, Volume-3 | IJTSRD 25 233 cracking, delamination, raveling and bleeding are found in the selected road Issue-5, August portions. Along the selected portions, the pavements are damaged by the 2019, pp.39-44, effects of weather, organic growth, traffic wear and damages as well as https://doi.org/10.31142/ijtsrd25233 deterioration due to aging, excessive traffic loading of heavy trucks, insufficient pavement thickness, material failure, design faults and Copyright © 2019 by author(s) and construction faults. -
Copy of RMC List Statewide FINAL 20201207 to Be Published .Xlsx
Department of Transport Road Maintenance Category - Road List Version : 1 ROAD NAME ROAD NUMBER CATEGORY RMC START RMC END ACHERON WAY 4811 4 ROAD START - WARBURTON-WOODS POINT ROAD (5957), WARBURTON ROAD END - MARYSVILLE ROAD (4008), NARBETHONG AERODROME ROAD 5616 4 ROAD START - PRINCES HIGHWAY EAST (6510), SALE ROAD END - HEART AVENUE, EAST SALE AIRPORT ROAD 5579 4 ROAD START - MURRAY VALLEY HIGHWAY (6570), KERANG ROAD END - KERANG-KOONDROOK ROAD (5578), KERANG AIRPORT CONNECTION ROAD 1280 2 ROAD START - AIRPORT-WESTERN RING IN RAMP, TULLAMARINE ROAD END - SHARPS ROAD (5053), TULLAMARINE ALBERT ROAD 5128 2 ROAD START - PRINCES HIGHWAY EAST (6510), SOUTH MELBOURNE ROAD END - FERRARS STREET (5130), ALBERT PARK ALBION ROAD BRIDGE 5867 3 ROAD START - 50M WEST OF LAWSON STREET, ESSENDON ROAD END - 15M EAST OF HOPETOUN AVENUE, BRUNSWICK WEST ALEXANDRA AVENUE 5019 3 ROAD START - HODDLE HIGHWAY (6080), SOUTH YARRA ROAD BREAK - WILLIAMS ROAD (5998), SOUTH YARRA ALEXANDRA AVENUE 5019 3 ROAD BREAK - WILLIAMS ROAD (5998), SOUTH YARRA ROAD END - GRANGE ROAD (5021), TOORAK ANAKIE ROAD 5893 4 ROAD START - FYANSFORD-CORIO ROAD (5881), LOVELY BANKS ROAD END - ASHER ROAD, LOVELY BANKS ANDERSON ROAD 5571 3 ROAD START - FOOTSCRAY-SUNSHINE ROAD (5877), SUNSHINE ROAD END - MCINTYRE ROAD (5517), SUNSHINE NORTH ANDERSON LINK ROAD 6680 3 BASS HIGHWAY (6710), BASS ROAD END - PHILLIP ISLAND ROAD (4971), ANDERSON ANDERSONS CREEK ROAD 5947 3 ROAD START - BLACKBURN ROAD (5307), DONCASTER EAST ROAD END - HEIDELBERG-WARRANDYTE ROAD (5809), DONCASTER EAST ANGLESEA -
Corrected Version
CORRECTED VERSION RURAL AND REGIONAL COMMITTEE Inquiry into the opportunities for people to use telecommuting and e-business to work remotely in rural and regional Victoria Horsham — 31 July 2013 Members Mr D. Drum Mr I. Trezise Mr G. Howard Mr P. Weller Mr A. Katos Chair: Mr P. Weller Deputy Chair: Mr G. Howard Staff Executive Officer: Ms L. Topic Research Officer: Mr P. O’Brien Witnesses Cr R. Gersch, mayor, Hindmarsh Shire Council; Ms J. Bourke, executive director, Wimmera Development Association; and Mr R. Campling, chief executive officer, Yarriambiack Shire Council. 31 July 2013 Rural and Regional Committee 1 The CHAIR — Welcome to the public hearing of the Rural and Regional Committee’s inquiry into the opportunities for people to use telecommuting and e-business to work remotely in rural and regional Victoria. I hereby advise that all evidence taken at this hearing is protected by parliamentary privilege as provided under relevant Australian law. I also advise that any comments made outside the hearing may not be afforded such privilege. Can I also, for the benefit of Hansard, ask you to give your name and address? Ms BOURKE — Jo Bourke, 62 Darlot Street, Horsham. Cr GERSCH — Rob Gersch, 4 Leahy Street, Nhill. Mr CAMPLING — Ray Campling, 4001 Borung Highway, Warracknabeal. The CHAIR — Thanks very much. Would you like to give a presentation and have questions at the end or questions as you go? Ms BOURKE — I think as we go. The CHAIR — That would be good. All right, lead off. Ms BOURKE — Okay. I would like to talk about a couple of issues. -
REPORT Pre-Construction Pavement Condition Assessment
REPORT Pre-construction Pavement Condition Assessment Omāroro Reservoir, Mt Cook, Wellington Prepared for HEB Construction Ltd Prepared by Tonkin & Taylor Ltd Date September 2020 Job Number 1011137.3000.v2 Tonkin & Taylor Ltd September 2020 Pre-construction Pavement Condition Assessment - Omāroro Reservoir, Mt Cook, Wellington Job No: 1011137.3000.v2 HEB Construction Ltd Document Control Title: Pre-construction Pavement Condition Assessment Date Version Description Prepared by: Reviewed by: Authorised by: 02/09/20 1 Draft issue for Client Review A. Gordon S. Grundy E. Breese C. Dailey D. Mangan 14/09/20 2 Finalised report issue A. Gordon S. Grundy E. Breese Distribution: HEB Construction Ltd 1 copy Tonkin & Taylor Ltd (FILE) 1 copy Table of contents 1 Introduction 1 2 Condition survey methodology 2 2.1 Common pavement defects and terminology 2 2.2 Visual inspection 3 2.3 Deflection testing 3 2.3.1 Falling weight deflectometer (FWD) 4 2.3.2 Benkelman Beam 4 2.3.3 Deflection testing interpretation 4 3 Results 6 3.1 Visual inspection 6 3.1.1 Rolleston Street 6 3.1.2 Wallace Street 6 3.1.3 Salisbury Terrace 7 3.1.4 Lower field public access way and parking areas 7 3.1.5 Hargreaves Street 8 3.2 Deflection testing interpretation 8 3.2.1 Rolleston Street 8 3.2.2 Wallace Street 11 3.2.3 Salisbury Terrace, Lower field public access way and parking areas and Hargreaves Street 11 4 Conclusions 12 5 Applicability 13 Appendix A : Survey Plans Appendix B : Observation Register Appendix C : Deflection testing results Appendix D : Photo and video files Tonkin & Taylor Ltd September 2020 Pre-construction Pavement Condition Assessment - Omāroro Reservoir, Mt Cook, Wellington Job No: 1011137.3000.v2 HEB Construction Ltd 1 1 Introduction The Omāroro reservoir project involves the construction of a new water supply reservoir for WCC at the Prince of Wales Park. -
When Safety Matters
When safety matters The really innovative road repair solution Burdie Roadsafe®; an efficient and long-lasting solution for road repairs. A damaged road surface can jeopardise the safety of road users, so best practice calls for repairs at the earliest possible opportunity. Delays often result in further degradation of road surface. Efficient and long-lasting road repairs can simply be effected with Burdie Roadsafe®, a fast- curing asphalt concrete repair compound. Preventing road hazards Burdie Roadsafe® is used to effect permanent repairs to practically any type of damage to road surface. Repairs made by Burdie are hard- wearing and resistant to high-friction traffic. To repair a damaged road section. The removal of any loose parts enables the creation of the right foundation for the application of Burdie Roadsafe®. Our localised approach is not only efficient, but also saves money as the work is limited to the section that has actually been damaged. In addition, the composition of Burdie Roadsafe® ensures that the repair cures rapidly, so the road can be reopened to traffic in the shortest possible time. The experts of Burdie repair road surface damage with minimal disruption to traffic. The road is safe once more. Burdie Roadsafe® – the solution to most types of road surface damage. Burdie repairs any type of damage to road surfaces. From damage due to degradation to damage resulting from calamaties, we offer reliable and innovative solutions to any problem: > Crocodile cracking > Planing damage > Wheel rim damage and scoring > Surface joints > Accidental damage Crocodile cracking Surface joints As the asphalt concrete surface degrades, water in The well-known joints between adjacent lanes can combination with frost will increasingly affect the often be a hazardous to fast moving. -
Wimmera R W G C I
470000 480000 490000 500000 510000 520000 530000 540000 550000 560000 570000 580000 590000 600000 610000 620000 630000 640000 650000 660000 670000 680000 690000 700000 710000 L L E D E N A N L N O N CAMBACANYA E R CHANNEL A L A N H E H W N C N D C O A 208 Y A N B S H Y A L O A K N G C I N E W R H A N N 6030000 6030000 E H S NE I E C I R R - G K K R N N C I N A E G A T N H A L U N E P L Y Y W O A R U T T CH P K T E O A N U N E O A L S T O I - E H E P LLE I BIRCHIP C P -RAINB H OW ROAD U L I O P H E H Q T H L A R C N Y A A N R L R L Y N K I D N R A A E B A C E E L N G H L O L H L E N C E R L A N A N T N C W I N H N N R O R A C A B E E L H R H T N L E E E L C I S C K E A P N T E APPROVED P R N A N S - U K 6020000 6020000 N W C A A A BIRCHIP-RAIN I BO L W ROAD E L H A E L H H E O U C H K A L C E R O N T C N L A O T H W H C B C Birchip LLS U L C A T BA O T I I M M I E H B BIR R N R D C W M B A HIP U E K -WY O C A E N HEP E B E RO N D O L 13.N01 F L E Fire Operation Plan R N ROA A Y D L S A R A E O N I L EL U R L E C I R L N N 13.N02 N L I R I K V H C E U AN N A R D A H W B ( C S o - u D t S L f A a G N Y LAKE HINDMARSH l A l N ) O D W KI B H 6010000 I 6010000 WIMMERA R W G C I I H H M I M P R - E E C C D R R O L (SOUTH WIMMERA) A R CRAIGS CHANNEL A A A Wycheproof BOORT-WYCHE I C PROOF ROA R G C D I K Y V S A E R C R O W H L A H 2010-2011 TO 2012-2013 A E D G I N N D H N N A A O R E R L E H IP H D C C L IR A S -B C T L A Y T E A 6000000 6000000 B E A L N W N K E C H This is the Approved Fire Operations Plan for the period 2010/11 N A N G L R I L E R N E H A E B A W N to 2012/13. -
Wimmera–Avoca Region
Wimmera–Avoca region Wimmera River Terminal Wetlands The Wimmera River Terminal Wetlands hydrologic indicator site is at the end of the Wimmera River system in north-west Victoria (Figure B19.1). The wetlands rely on large infrequent flows that originate in the Grampian Range, flow down the Wimmera River and inundate Lake Hindmarsh and then Lake Albacutya via Outlet Creek. The Wimmera River has a catchment area of 23,500 km2 and is Victoria’s largest terminal waterway (Ecological Associates 2004). The river’s terminal lakes sit in a dry landscape in a region with a mean annual rainfall of 344 mm at south Hindmarsh (Department of the Environment, Water, Heritage and the Arts 2009d). This means that to fill, the lakes rely on significant flows from the Wimmera River. The indicator asset’s boundaries have been defined using A directory of important wetlands in Australia (Environment Australia 2001). The upstream extent is the Wimmera River inlet to Lake Hindmarsh and the downstream extent is the Outlet Creek outlet downstream of Lake Albacutya. Spacial data used in this map is listed in Table B1.3. Determination of the Wimmera River Terminal Wetlands’ environmental water requirements is focused on the two terminal lakes, Albacutya and Hindmarsh. Lakes Hindmarsh and Albacutya Lake Hindmarsh is the southernmost lake of the Wimmera River Terminal Wetlands. It receives water directly from the Wimmera River. Being first in the line of wetlands, it is filled more frequently and for longer periods than other reaches further downstream. Lake Hindmarsh, the largest freshwater lake in Victoria, is a wetland of national significance (Department of the Environment, Water, Heritage and the Arts 2009d). -
The Use of Measured Pavement Performance Indicators and Traffic
THE USE OF MEASURED PAVEMENT PERFORMANCE INDICATORS AND TRAFFIC IN DETERMINING OPTIMUM MAINTENANCE ACTIONS FOR A TOLL ROAD IN SOUTH AFRICA AND COMPARISON WITH HDM-4 PERFORMANCE PREDICTIONS Surita Madsen-Leibold PRESENTATION LAYOUT 9th International Conference on Managing 6/4/2015 2 Pavement Assets | May 18-21, 2015 Presentation Layout • Introduction . Project location and nature of the study • Road pavement . Structure . Maintenance actions • Data collection and monitoring . Climate; traffic; pavement performance 9th International Conference on Managing 6/4/2015 3 Pavement Assets | May 18-21, 2015 Presentation Layout • Pavement performance modelling • Comparison of predicted with actual performance 9th International Conference on Managing 6/4/2015 4 Pavement Assets | May 18-21, 2015 INTRODUCTION 9th International Conference on Managing 6/4/2015 5 Pavement Assets | May 18-21, 2015 Project locality 9th International Conference on Managing 6/4/2015 6 Pavement Assets | May 18-21, 2015 Introduction • Significance and nature of the study . First BOT contract in SA . Extensive data collected on traffic and pavement performance over last 17 years . Data used to determine optimal maintenance actions . Data used to compare actual to HDM-4 predicted pavement performance 9th International Conference on Managing 6/4/2015 7 Pavement Assets | May 18-21, 2015 Project Layout 9th International Conference on Managing 6/4/2015 8 Pavement Assets | May 18-21, 2015 ROAD PAVEMENT 9th International Conference on Managing 6/4/2015 9 Pavement Assets | May 18-21, 2015 9th International Conference on Managing 6/4/2015 10 Pavement Assets | May 18-21, 2015 DATA COLLECTION AND MONITORING 9th International Conference on Managing 6/4/2015 11 Pavement Assets | May 18-21, 2015 Climate 9th International Conference on Managing 6/4/2015 12 Pavement Assets | May 18-21, 2015 Climate 9th International Conference on Managing 6/4/2015 13 Pavement Assets | May 18-21, 2015 Traffic • Data collection . -
Community-Newsletter-July-2020.Pdf
In this issue Echuca Riverfront Campaspe Times Newsletter redevelopment 2 Waste news 3 July 2020 Project update - roads 4 Love where you live – Colbinabbin Silo Art 5 Facing challenges head on Rabbit control program 5 With COVID-19 restrictions continuing of what’s to occur and timeframes. The to impact services across Campaspe, information also links back to interactive Kyabram Drainage Basin it has been pleasing to see our mapping on the home page, so you can project 6 community following government see what is planned near you. Campaspe Animal Shelter directions and supporting each other. One of the most rewarding aspects of upgrades 6 I encourage the community to keep my role as Mayor is the conferring and Parking in Campaspe 7 up to date with changes as they are welcoming of new Australians to the announced and hopefully, we can soon Service profile – Library Campaspe community. We recently see services returning to some level of Services 8 celebrated 11 new Australian citizens normality. in a modified manner. With gathering Campaspe Libraries responded to the numbers restricted, the citizenship limitations of the number of people ceremony was recorded so friends and Get social and allowed in each building by expanding relatives did not have to miss out on the stay updated their online presence with a multitude of momentous occasion. Congratulations free resources available and continuing to all our new Australian Citizens and @CampaspeShireCouncil to be available. You can read more their families. about this on page eight. @campaspeshire Winter is in full swing and with the wet #campaspeshire As the financial year ended, many weather upon us, please take care on projects both large and small were the roads and drive to conditions.