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Thin Overlay Bituminous Macadam for the Control of Reflex Cracking
Thin Overlay Bituminous Macadam for the Control of Reflex Cracking ROBERT D. JOHNSON, Maine Aeronautics Commission •REFLEX CRACKING in pavement overlays has been an extensive problem, often with an unsatisfactory solution. This problem is brought about by attempts to correct another far-reaching problem-old pavement in need of rehabilitation. Both problems now exist in practically all pavements. Determination of a satisfactory solution to these problems has been one of the most pressing demands on airport owners and the Aeronautics Commission in Maine for the past 10 years. Pavements in concern, for the most part, have been over 20-years-old, have re tained their general shape, but are severely cracked. The cracks commonly prevail in two directions-longitudinally with a reasonably consistent pattern and straight align ment, and transversely with a very irregular pattern and irregular alignment. The width of the cracks is most often from ½ to ¾ in. PREVIOUS METHODS One method used extensively to rectify badly cracked pavements was to clean the cracks with a router, or by some other means, and then fill them by successive ap plications of asphalt and sand. This often was followed by a seal coat or bituminous concrete overlay 1 to 2 in. in thickness. Another method used to some extent was, after routing, to fill the cracks with a rub ber asphalt or synthetic and then apply a seal coat or bituminous concrete overlay. A third method was to fill the cracks with either asphalt and sand, rubber asphalt or synthetics and then apply a bituminous concrete overlay, 1 to 3 in. -
Advertise in Ohio Asphalt
The Journal of Ohio’s Asphalt Professionals Summer 2017 Issue 2 • V o l u m e 1 4 FPO'S COOLEST EXP ! OHIO RIDES ON US OPERATOR COMFORT & CONVENIENCE MAKE THE JOB EASIER EACH ROADTEC PAVER IS ERGONOMICALLY DESIGNED FOR BETTER VISIBILITY, REDUCED NOISE, AND COMFORT. The New Clearview FXS® fume extraction system provides greater visibility to the front of the paver hopper, to the opposite side, and down to the augers. Paver controls are mounted to the pivoting seat station, which hydraulically swings out past the side of the machine for excellent visibility. All functions are easily accessible, including feed system and flow gate controls. Noise levels cut in half and improved visibility allow the operator to stay in constant communication with the rest of their crew. LET ROADTEC MAKE YOUR JOB EASIER - VISIT ROADTEC.COM © 2015 ROADTEC. INC. ALL RIGHTS RESERVED 1.800.272.7100 +1.423.265.0600 Untitled-2 1 8/19/15 1:32 PM www.columbusequipment.com Ohio’s Dependable Dealer Columbus Equipment Company and Roadtec Partner to Optimize Uptime and Production Through “ Industry-Leading Support of Innovative, High-Quality, Dependable Road Building and Asphalt Paving Equipment. The biggest benefit of Roadtec equipment is uptime. We just don’t have the downtime we have had with other machines. “ Dean Breese; Vice President, Gerken Paving Inc. Serving You From Ten Statewide Locations COLUMBUS TOLEDO CINCINNATI RICHFIELD CADIZ (614) 443-6541 (419) 872-7101 (513) 771-3922 (330) 659-6681 (740) 942-8871 DAYTON MASSILLON ZANESVILLE PAINESVILLE PIKETON (937) 879-3154 (330) 833-2420 (740) 455-4036 (440) 352-0452 (740) 289-3757 www.columbusequipment.com Officers Chairman Cole Graham Shelly and Sands, Inc. -
Revised Plans for Conditions 3,4 and 5
Car Parking 1:200 WILKINSON WAY 9 10 12 KEEP CLEAR New crossing points to be 1,200 formed including dropped 800 kerbs and blister type tactile paving. Existing tarmac paving made good as 19 necessary. Existing Yellow Zigzag line & 800 School wording to this side of KEEP CLEAR the Road overall length from 1,200 School gate around into Chapel Close = 52m. 18 20 Refer to Photograph below. 17 Existing Yellow Zigzag line & 21 1 School wording to this side of the Road overall length from School gate around into Foster Close = 45m. Refer to Photograph below. 12no. existing car parking 22 space to be retained. Spaces to receive new thermoplastic white lining Planting area to end of revised central island c/w 14no. new car parking new tree to replace existing spaces to be created to central island area delineated with new thermoplastic white lining 3 New thermoplastic white lining indicating one-way FOSTER CLOSE flow of traffic, (clockwise) New HB2 type kerbs to be provided to form planter area Line of 10No. existing car parking spaces within central island to be removed and layout amended thus 4 Planting area to end of 2no. limited time parking revised central island c/w spaces to be allowed for new tree to replace existing pick up/drop off etc. Existing Disabled Parking provision retained with 2no. oversize bays c/w pole Existing block paving New HB2 type kerbs to mounted signage and surface, where broken out, be provided to form thermoplastic white to be replaced with new planter area 15 disabled symbol to centre of tarmacadam highway bay construction to match existing build up adjacent 14 16 New thermoplastic white lining indicating one-way flow of traffic, (clockwise) 5 12 View towards School Entrance from Wilkinson Way 3No. -
Practical Guide to Street Works Operatives and Supervisors Under the New Roads and Street Works Act 1991
This guide provides practical advice to assist good workmanship and promote the highest standards of reinstatement by site Practical Guide to Street Works operatives and supervisors under the New Roads and Street Works Act 1991. It is NOT a replacement or abbreviated version of the Code of Practice, Specification for the Reinstatement of Openings in Highways (Second Edition [England], June 2002). Information is presented in the order that a reinstatement is undertaken, from signing, excavating, reinstating and then leaving a completed job. Each section is typically broken down to cover: • Specification details • checks, with hints and tips of what to look out for • a list of tasks to be completed • health and safety issues to be aware of. £9.95 www.tso.co.uk 5527465X_PGTSW cover_Vn1_0.indd 1 18/4/06 10:42:01 Practical Guide to Street Works Compiled and designed by TRL Limited on behalf of the Department for Transport and in consultation with HAUC (UK) June 2006 London: TSO Published by TSO (The Stationery Office) Department for Transport and available from: Great Minster House 76 Marsham Street Online London SW1P 4DR www.tsoshop.co.uk Telephone 020 7944 8300 Web site www.dft.gov.uk Mail,Telephone, Fax & E-mail TSO © Queen’s Printer and Controller of Her Majesty’s PO Box 29, Norwich, NR3 1GN Stationery Office, 2006, except for the following: Telephone orders/ • extracts from the Specification for the General enquiries: 0870 600 5522 Reinstatement of Openings in Highways (Second Fax orders: 0870 600 5533 Edition [England], June 2002), highlighted in yellow, E-mail: [email protected] which are Crown copyright; Textphone 0870 240 3701 • photographs, which have been provided by Bomag, NJUG,Terex,TRL Limited and Wacker (Great TSO Shops Britain) Limited; 123 Kingsway, London,WC2B 6PQ 020 7242 6393 Fax 020 7242 6394 • other illustrations. -
Triflex Preco Line 300
Product overview Marking system Triflex Preco Line 300 Triflex Preco Line 300 is a thin layer cold spray or roller applied, fast curing, marking system which offers a number of benefits when compared to traditional chlorinated rubber based solutions. The simple to apply 1 component solution is fully compatible with a wide range of substrates including direct application to asphalt and concrete and can be applied to many existing marking materials. The system is used extensively on car parks and roads and is widely used on airports due to its thin layer application. System highlights Application areas Toluene and xylene free Triflex Preco Line 300 is a toluene and xylene free solution, making it more Car park markings environmentally friendly and safer to apply than many other spray applied Road markings marking products, including the majority of chlorinated rubber markings. Industrial floor markings Warehouse markings Maximum colour and design possibilities Create a design to meet your safety and aesthetic requirements with a wide Compatible substrates range of standard colours and options for bespoke colours - refer to Triflex Preco Line 300 Colour card. The colour range is significantly wider than the traditional white and yellow offered by other materials. • Asphalt including Hot Rolled Asphalt (HRA) and Stone Mastic Asphalt Versatility and compatibility (SMA) Triflex Preco Line 300 is fully compatible with a wide range of substrates and • Tarmac / Tarmacadam / Macadam often requires no primer. • Fresh asphalt including HRA and SRA • Fresh Tarmac / Tarmacadam / Macadam Totally cold applied • Concrete There is no risk from hot works during installation as all Triflex materials are • Existing markings applied in a totally cold liquid form, curing to create a tough, durable solution • Pavers / brick paviours that lasts. -
National Road/Route 40 1811-1834, 1926
National Road/Route 40 1811-1834, 1926 Library of Congress The National Road, in many places now known as Route 40, was built between 1811 and 1834 to reach 1910 photo of the National Road, the western settlements. It was the first federally funded road in U.S. history. George Washington and 1.5 miles west Thomas Jefferson believed that a trans-Appalachian road was necessary for unifying the young country. of Brownsville, In 1806, Congress authorized construction of the road, and President Jefferson signed the act establish- Pennsylvania. ing the National Road. In 1811, the first contract was awarded, and the first 10 miles of road were built. As work on the road progressed, a settlement pattern developed that is still visible. Original towns and villages are still found along the National Road. The road, also called the Cumberland Road, National Pike, and other names, became Main Street in these early settlements, earning it the nickname “The Main Street of America.” In the 1800s, it was a key transport path to the West for thousands of settlers. In 1912, the road became part of the National Old Trails Road, and its popularity returned in the 1920s with the automobile. Federal aid became available for improvements in the road to accommodate the automobile. In 1926, the road became part of U.S. 40 as a coast-to-coast highway running from Atlantic City to San Francisco. Contributions & Crossroads Our National Road System’s Impact on the U.S. Economy and Way of Life National Road/Route 40 1811-1834, 1926 Public domain photo by Lyle Kruger A section of Route 40 (above) with its original paving bricks stretches out to the horizon. -
Transportation and Road Pavements the Neighbourhood Planning and Design Guide
Section I Transportation and road pavements The Neighbourhood Planning and Design Guide Part II Planning and design guidelines Symbols at text boxes More detailed information is provided about the issue under discussion Important considerations to be aware of are highlighted Relevant content from a complementing resource is presented PART I: SETTING THE SCENE A The human settlements context B A vision for human settlements C Purpose, nature and scope of this Guide D How to use this Guide E Working together PART II: PLANNING AND DESIGN GUIDELINES F Neighbourhood layout and structure G Public open space H Housing and social facilities I Transportation and road pavements J Water supply K Sanitation L Stormwater M Solid waste management N Electrical energy O Cross-cutting issues Planning and designing safe communities Universal design Developed by Department of Human Settlements Published by the South African Government ISBN: 978-0-6399283-2-6 © 2019 Version 1. Printed January 2019 Section I Transportation and road pavements The Neighbourhood Planning and Design Guide The Neighbourhood Planning and Design Guide I Transportation and road pavements Table of contents I.1 Outline of this section ............................................................................................................................. 4 I.1.1 Purpose ...................................................................................................................................................... 4 I.1.2 Content and structure ............................................................................................................................... -
WSDOT Project Development Glossary
PROJECT DEVELOPMENT GLOSSARY Table of Contents PROJECT DEVELOPMENT GLOSSARY ..................................................................... 1 Table of Contents ................................................................................................ 1 A ........................................................................................................................ 1 B ........................................................................................................................ 7 C ........................................................................................................................ 10 D ........................................................................................................................ 14 E ........................................................................................................................ 16 F ........................................................................................................................ 18 G ........................................................................................................................ 21 H ........................................................................................................................ 24 I ......................................................................................................................... 27 J ......................................................................................................................... 29 K ....................................................................................................................... -
Roads for Motor Traffic 1
- : : M"', t ; s or Meier Traffic Gfil Engineering 1913 * I \\ « * 3CJCH RABY THE UNIVERSITY OF ILLINOIS LIBRARY vm Digitized by the Internet Archive in 2013 http://archive.org/details/roadsformotortraOOholt ROADS FOR MOTOR TRAFFIC 1 BY CARYL AMES HOLTON THESIS FOR DEGREE OF BACHELOR OF SCIENCE IN CIVIL ENGINEERING COLLEGE OF ENGINEERING UNIVERSITY OF ILLINOIS 1913 UNIVERSITY UP ILLINOIS College of Engineering. May 2 4, 1913. I recommend that the thesis prepared under my supervision toy CARYL AMES HOLT OH entitled Roads for Motor Traffic oe approved as ji fulfilling this part of the requirement 8 for the degree of Bacneior of Science in Civil Engineering. Instructor in Civil Engineering. Recommendation approved 3™ (D. /%*^&zA/ Head of Department of civil Engineering. 246485 uiuc . ROADS FOR MOTOR TRAFFIC CHAPTER I INTRODUCTION Before the advent of the automobile the practice of road building had been practically standardized. The best kind of road for all different conditions had been determined and the problem ; had been reduced to one of economics rather than one of engineering The kind of road generally conceeded to be the best was the water- bound macadam. The water-bound macadam road was of uniform construction wherever used. It consisted of three courses. The first or found- ation course was of broken stone varying in size from about 2 to 3 inches, the course having a thickness of 4 to 6 inches after having been thoroughly rolled. The next course wa3 of stone varying from 1/2 to 2 inches in size rolled to a thickness of about 2 inches. -
Highway Engineering
HIGHWAY ENGINEERING HIGHWAY ENGINEERING Martin Rogers Department of Civil and Structural Engineering Dublin Institute of Technology Ireland Blackwell Science To Margaret, for all her love, support and encouragement © 2003 by Blackwell Publishing Ltd First published 2003 Editorial Offices: 9600 Garsington Road, Oxford OX4 2DQ A catalogue record for this title is available from the Tel: +44 (0) 1865 776868 British Library 108 Cowley Road, Oxford OX4 1JF, UK Tel: +44 (0)1865 791100 ISBN 0-632-05993-1 Blackwell Publishing USA, 350 Main Street, Malden, MA 02148-5018, USA Library of Congress Tel: +1 781 388 8250 Cataloging-in-Publication Data Iowa State Press, a Blackwell Publishing Rogers, Martin. Company, 2121 State Avenue, Ames, Iowa Highway engineering / Martin Rogers. – 1st ed. 50014-8300, USA p. cm. Tel: +1 515 292 0140 ISBN 0-632-05993-1 (Paperback : alk. paper) Blackwell Munksgaard, 1 Rosenørns Allé, 1. Highway engineering. I. Title. P. O. Box 227, DK-1502 Copenhagen V, TE145.R65 2003 Denmark 625.7 – dc21 Tel: +45 77 33 33 33 2003005910 Blackwell Publishing Asia Pty Ltd, 550 Swanston Street, Carlton South, Set in 10 on 13 pt Times Victoria 3053, Australia by SNP Best-set Typesetter Ltd., Hong Kong Tel: +61 (0)3 9347 0300 Printed and bound in Great Britain by Blackwell Verlag, Kurfürstendamm 57, TJ International Ltd, Padstow, Cornwall 10707 Berlin, Germany Tel: +49 (0)30 32 79 060 Blackwell Publishing, 10 rue Casimir For further information on Delavigne, 75006 Paris, France Blackwell Publishing, visit our website: Tel: +33 1 53 10 33 10 www.blackwellpublishing.com The right of the Author to be identified as the Author of this Work has been asserted in accordance with the Copyright, Designs and Patents Act 1988. -
CEMENT-BOUND MACADAM ALLEY PAVEMENTS Harry Overesch, City Engineer, Lafayette
164 PURDUE ENGINEERING EXTENSION DEPARTMENT the cost to the city for the crushed brick (50 per cent of the coarse aggregate) is only that of crusher operation. Abrasion tests of the crushed brick aggregate were made by the University of Notre Dame Engineering Department, using the Los Angeles Abrasion Machine in accordance with A.A.S.H.O. Method T-96. The percentage of wear by this method was found to be 37.2 per cent. Similar tests of other local concrete aggregates by the same method gave results up to 50 per cent of wear. In the Public Roads magazine of September, 1935, a com parison of A.A.S.H.O. Methods T-4 and T-96 for abrasion tests of aggregates is given as follows: T-4 T-96 Vermont Granite 2.6% 33% Michigan Limestone 3.4% 33% Wisconsin Dolomite 4.1% 34% From the above data, it is concluded that 40 per cent or less of wear by the T-96 method is acceptable. Cores of brick-aggregate pavement have been taken and show satisfactorily the thickness of slab and physical char acteristics of the mix; but the mechanical condition of the coring machine is such that clean-cut cores suitable for strength tests have not been obtained. CEMENT-BOUND MACADAM ALLEY PAVEMENTS Harry Overesch, City Engineer, Lafayette My subject is supposed to be “Cement-Bound Macadam Alley Pavements/' but what I am about to describe is—an orphan. As a prominent cigarette maker says, “Something new has been added." If it doesn't prove out, I suppose I'll be called the orphan. -
Walking & Cycling Technical Design Guidance 2016 a Quick
Walking & Cycling Technical Design Guidance 2016 A quick reference guide to supplement The Royal Parks Walking and Cycling Technical Design Guidance first published in 2016. The main guidance document should be referred to for detailed design advice. This document summarises our recommended approach and tools for planning and designing walking and cycling related infrastructure in busy parkland settings. 2 INTRODUCTION The Royal Parks THE ROYAL PARKS Experience and Challenges 3 The Royal Parks recognise that historic WHY DO WE NEED WALKING CYCLING A DESIGN GUIDE? Over 90% of the 80 million visits to the Infrastructure improvements that are sensitive landscapes and multifunctional parks are The Royal Parks Walking and Cycling Technical Royal Parks are enjoyed on foot and this to the parkland setting can be an effective way important in people’s lives for many varied Design Guidance (2016) was produced after has significantly increased over the past few to enhance the experience and enjoyment of more than 10 years of research and observation, years. Walking activities within the parks the parks for all visitors. The design guide sets reasons, attracting millions of visitors each year. monitoring the changing relationship of walking are undertaken for a multitude of reasons; out how to ensure that a scheme proposal In addition to Richmond Park, Greenwich Park, and cycling in London’s Royal Parks. Existing as an important part of people’s health and is fit for purpose and appropriate for the Hyde Park, St James’s Park, the Green Park, urban design best practice for walking and wellbeing, as well as providing for national and context.