Surface Pavement Materials Used Ion Urban Areas
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Pedestrian and Light Traffic Applications Introduction Brick Pavers Are Arranged Cost Savings That Upon the Bedding Sand in Supplement the Savings the Desired Pattern
Flexible Brick Industry Brick Paving Association Pedestrian and Light Traffic Applications Traffic Light and Pedestrian Introduction brick pavers are arranged cost savings that upon the bedding sand in supplement the savings the desired pattern. Sand afforded by the brick is then spread into the itself. In addition, spaces between the pavers replacement of pavers as jointing material. after repair of utilities beneath a flexible brick As the whole paving pavement is easily system compacts with time achieved. and use, the bricks interact with the jointing sand and base materials to achieve the unique quality of “interlock.” Interlock holds the pavers in place Brick paving has been used for thousands and distributes the load of years. The Romans laid brick in roads through the layers down crisscrossing their vast empire, some of to the subgrade, enabling which still exist. Americans have employed the surface to contribute the material since the earliest Colonial days, to the strength of the and brick pathways and sidewalks thread whole system. When through the landmark sites and properly installed, brick As an architect’s medium, historic areas across the country. interlocking pavements are brick is equally flexible. highly stable and durable. Its basic aesthetic appeal is legendary as a material Today, as many property the flexible nature of its This basic advantage begets that exudes warmth and owners and architects foundation and the action others. Because flexible elegance through the attest, brick paving is of the pavers themselves. brick paving provides permanent color of fired timeless, especially for In such flexible pavements, interlock, no rigid concrete clay or shale. -
Pavements and Surface Materials
N O N P O I N T E D U C A T I O N F O R M U N I C I P A L O F F I C I A L S TECHNICAL PAPER NUMBER 8 Pavements and Surface Materials By Jim Gibbons, UConn Extension Land Use Educator, 1999 Introduction Traffic Class Type of Road Pavements are composite materials that bear the weight of 1 Parking Lots, Driveways, Rural pedestrian and vehicular loads. Pavement thickness, width and Roads type should vary based on the intended function of the paved area. 2 Residential Streets 3 Collector Roads Pavement Thickness 4 Arterial roads 5 Freeways, Expressways, Interstates Pavement thickness is determined by four factors: environment, traffic, base characteristics and the pavement material used. Based on the above classes, pavement thickness ranges from 3" for a Class 1 parking lot, to 10" or more for Class 5 freeways. Environmental factors such as moisture and temperature significantly affect pavement. For example, as soil moisture Sub grade strength has the greatest effect in determining increases the load bearing capacity of the soil decreases and the pavement thickness. As a general rule, weaker sub grades require soil can heave and swell. Temperature also effects the load thicker asphalt layers to adequately bear different loads associated bearing capacity of pavements. When the moisture in pavement with different uses. The bearing capacity and permeability of the freezes and thaws, it creates stress leading to pavement heaving. sub grade influences total pavement thickness. There are actually The detrimental effects of moisture can be reduced or eliminated two or three separate layers or courses below the paved wearing by: keeping it from entering the pavement base, removing it before surface including: the sub grade, sub base and base. -
Brick Streets Plan
BRICK STREETS PLAN City of Rock Island Community & Economic Development Department Planning & Redevelopment Division Rock Island Preservation Commission Adopted 1988 by Rock Island City Council Amended: January 23, 2012 August 22, 2011 March 28, 2005 April 10, 2000 May 12, 1997 September 14, 1992 Rock Solid. Rock Island. 1899 - The first brick pavement was laid in the Tri-Cities on the corner of Twentieth Street and Second Avenue, Rock Island. The first brick was placed by Mayor William McConochie. Civil Engineer for the project was H.G. Paddock. -- From Historical Souvenir of Moline and Vicinity, 1909 TABLE of CONTENTS Executive Summary ..................................................................................... 3 Prioritization List ........................................................................................... 5 Map of Brick Streets ..................................................................................... 6 Methodology ................................................................................................ 9 History of Brick Street Construction in Rock Island ...................................... 10 Condition of Brick Streets ............................................................................. 13 Utilities and Brick Streets ............................................................................. 17 Street Standards .......................................................................................... 18 Owner-Occupancy Along Brick Streets ....................................................... -
PASER Manual Asphalt Roads
Pavement Surface Evaluation and Rating PASER ManualAsphalt Roads RATING 10 RATING 7 RATING 4 RATING PASERAsphalt Roads 1 Contents Transportation Pavement Surface Evaluation and Rating (PASER) Manuals Asphalt PASER Manual, 2002, 28 pp. Introduction 2 Information Center Brick and Block PASER Manual, 2001, 8 pp. Asphalt pavement distress 3 Concrete PASER Manual, 2002, 28 pp. Publications Evaluation 4 Gravel PASER Manual, 2002, 20 pp. Surface defects 4 Sealcoat PASER Manual, 2000, 16 pp. Surface deformation 5 Unimproved Roads PASER Manual, 2001, 12 pp. Cracking 7 Drainage Manual Patches and potholes 12 Local Road Assessment and Improvement, 2000, 16 pp. Rating pavement surface condition 14 SAFER Manual Rating system 15 Safety Evaluation for Roadways, 1996, 40 pp. Rating 10 & 9 – Excellent 16 Flagger’s Handbook (pocket-sized guide), 1998, 22 pp. Rating 8 – Very Good 17 Work Zone Safety, Guidelines for Construction, Maintenance, Rating 7 – Good 18 and Utility Operations, (pocket-sized guide), 1999, 55 pp. Rating 6 – Good 19 Wisconsin Transportation Bulletins Rating 5 – Fair 20 #1 Understanding and Using Asphalt Rating 4 – Fair 21 #2 How Vehicle Loads Affect Pavement Performance Rating 3 – Poor 22 #3 LCC—Life Cycle Cost Analysis Rating 2 – Very Poor 23 #4 Road Drainage Rating 1 – Failed 25 #5 Gravel Roads Practical advice on rating roads 26 #6 Using Salt and Sand for Winter Road Maintenance #7 Signing for Local Roads #8 Using Weight Limits to Protect Local Roads #9 Pavement Markings #10 Seal Coating and Other Asphalt Surface Treatments #11 Compaction Improves Pavement Performance #12 Roadway Safety and Guardrail #13 Dust Control on Unpaved Roads #14 Mailbox Safety #15 Culverts-Proper Use and Installation This manual is intended to assist local officials in understanding and #16 Geotextiles in Road Construction/Maintenance and Erosion Control rating the surface condition of asphalt pavement. -
Pavement Mgmt Plan Street Listing
Town of Ashburnham Pavement Management Data 1/7/2021 Key REMINDER Town Accepted - Inspected It's important to keep the following in mind when reviewing this plan. State Roads Each fiscal year is subject to changes for any or all of the following reasons. Town Accepted - Gravel • Budget increases or decreases Town Accepted - Scenic Roads • Not receiving applied for grant monies Private • Changes to material costs RSR = Road Surface Rating • Unexpected changes to the condition of a particular road TIP = MA Transportation Improvement Program • Subject to funding allocation (Capital Plan) TOWN ACCEPTED INSPECTED Street Name Street Segment From Street RSR Repair Method Est. Cost Func. Class Estimated Action ACADEMY STREET ACADEMY ST-01 CENTRAL ST 99.23 No Maintenance Required $0.00 Local Completed ACADEMY STREET ACADEMY ST-02 PLEASANT ST N 99.23 No Maintenance Required $0.00 Local Completed AMES AVENUE AMES AVE CENTRAL ST 11.13 Major Rehabilitation $30,394.54 Local Cul De Sac/Dead End ASHBY ROAD ASHBY RD-01 CHAPEL ST 87.73 Routine Maintenance $6,852.38 Major Collector ASHBY ROAD ASHBY RD-02 STOWELL RD 89.73 Routine Maintenance $8,518.91 Major Collector ASHBY ROAD ASHBY RD-03 HOLT RD 91.73 Routine Maintenance $6,049.28 Major Collector ASHBY ROAD ASHBY RD-04 OLD ASHBY RD 96.73 No Maintenance Required $0.00 Major Collector Completed ASHBY ROAD ASHBY RD-05 OLD STEELE RD 96.73 No Maintenance Required $0.00 Major Collector Completed ASHBY ROAD ASHBY RD-06 RINGE TPKE 96.73 No Maintenance Required $0.00 Major Collector Completed BIRCHWOOD TERRACE -
Road Surface Quality: What Road Users Want from Highways England November 2017 Road Surface Quality: What Road Users Want from Highways England
Road surface quality: what road users want from Highways England November 2017 Road surface quality: what road users want from Highways England Anthony Smith Jim O’Sullivan Chief Executive Chief Executive Transport Focus Highways England Foreword ransport Focus research in 2015 showed that not something separate. They prefer asphalt roads T surface quality was road users’ top priority for to concrete ones, partly because they are quieter improvement to England’s motorways and major to drive on. ‘A’ roads1, by some margin. But what wasn’t clear Highways England believes a connected was exactly which aspects of the surface users country is better for everyone. The company works wanted to be improved and why. hard to deliver the safest, smoothest, most Transport Focus and Highways England have reliable connections possible. In 2015/2016 therefore worked together to research just that. 1471 lane miles of resurfacing was carried out Our purpose being to ensure that the views of – 23 per cent higher than the original target. those using the roads shape decision-making in But Highways England is not complacent. this area. That’s why Transport Focus and Highways England The research shows that what road users want are both using this research to help inform the is not complicated. They want a surface without Government’s second Road Investment Strategy dips, bumps, potholes, undulations or deep ruts (RIS 2), covering 2020-25. Separately, Highways – in other words continuously smooth. They also England is considering the recommendations want clearer white lines and ‘cats eyes’, which Transport Focus has made in light of this users regard as part of the surface and research. -
Gravel Roads Maintenance & Frontrunner Training Workshop
A Ditch In Time Gravel Roads Maintenance Workshop 1 So you think you’ve got a wicked driveway 2 1600’ driveway with four switchbacks and 175’ of elevation change (11% grade) 3 Rockhouse Development, Conway 4 5 6 Swift River (left) through National Forest into Saco River that drains the MWV Valley’s developments 7 The best material starts as solid rock that is drilled & blasted… 8 Then crushed into smaller pieces and screened to produce specific size aggregate 9 How strong should it be? One big truck = 10,000 cars! 10 11 The road surface… • Lots of small aggregate (stones) to provide strength with a shape that will lock stones together to support wheels • Sufficient “fines,” the binder that will lock the stones together, to keep the stones from moving around 12 • The stone: hard and uniform in size and more angular than that made just from screening bank run gravel 13 • A proper combination of correctly sized broken rock, sand and silt/clay soil materials will produce a road surface that hardens into a strong and stable crust that forms a reasonably impervious “roof” to our road • An improper balance- a surface that is loose, soft & greasy when wet, or excessively dusty when dry (see samples) 14 One way to judge whether gravel will pack or not… 15 Here’s another way… 16 Or: The VeryFine test The sticky palm test As shown in the Camp Roads manual 17 • “Dirty” gravel packs but does not drain • “Clean” gravel drains but does not pack 18 Other road surfacing materials: • Rotten Rock- traditional surfacing material in the Mt Washington Valley -
Advance Traffic Markings ATM Installation Road Surface Guide
Advance Traffic Markings ATM Installation Road Surface Guide Advance Traffic Markings P.O. Box H Roanoke Rapids, NC 27870 Phone: 252-536-2574 Fax: 252-526-4940 Introduction _____________________________________________________________ This Road Surface Guide is to help determine the suitability of pavements for the application of ATM Marking Tapes. It describes a wide variety of pavement conditions from newly treated to severely distressed and a recommendation for application of ATM Marking Tapes. Further Information For more information or road conditions not covered in this guide, please contact Advance Traffic Markings, 252-536-2574. How to Use This Guide _____________________________________________________________ The first part of this guide describes common surfaces and gives application recommendations for them. The remaining pages describe distressed surfaces with visual examples. This guide also addresses applications over oil drip zones and existing markings. The distress pages are formatted as follows: Type of Distress – The name or type of distress as it is commonly known. Description – A brief description of the distress and its most common physical appearance. Application Recommendations – Recommendations for the application of Advance Traffic Markings Pavement Marking Tapes. This is the recommendations for the distressed or affected portion of the road. A more complete examination of the entire roadway and types of other distresses should also be considered when using this guide. Asphalt Surfaces _____________________________________________________________ There are different types and textures of asphalt surfaces in which markings are applied. They vary greatly from one place to another. This is mainly due to the fact that some states have different standards than others and sometimes rely on what is locally available. -
“Stone Pavements” (On Broadway in New York City, New York)
“Stone Pavements” (on Broadway in New York City, New York) In The Manufacturer and Builder, Vol. 1, No. 7 July 1869, pp. 194 This article, which begins on the next page, is presented on the Stone Quarries and Beyond web site. http://quarriesandbeyond.org/ Peggy B. Perazzo Email: [email protected] July 2013 “Stone Pavements” (on Broadway in New York City, New York) In The Manufacturer and Builder, Vol. 1, No. 7, July 1869, pp. 194 “A pavement answering all possible requirements being a total impossibility, the main consideration comes to be, the sort of travel on the road. The Romans, looking only to durability, used heavy granite or basalt blocks, and many such pavements, constructed two thousand years ago, are still in good condition, though they are not what is wanted now. Durability may, to a certain extent, be sacrificed for more desirable qualities. It was a great mistake to lay the Russ pavement in Broadway; it is nothing but an imitation of the ancient Roman streets, and heavy, uninterrupted travel makes such pavements so smooth that it is cruelty to drive a horse over them. Where the travel is not so heavy, as is the case in the streets of Rome, the atmospheric influences prevent this polishing of the surface, and the pavement is not so objectionable. The common cobble-stone pavement, when the stones are not too large, gives a better foot-hold to the horses, and is, when well laid, very durable for light travel; but as the stones all lie with the most pointed part downward, they have a tendency to sink under heavy pressure; and the points being unequal in length and differing in degree of tapering, they will sink unequally. -
On-Site Pavement Section Sidewalk Detail Sign Post On
WIDTH PER PLAN CURB TRANSITION ORANGE CONSTRUCTION FACE OF SIGN TOP OF CONCRETE (CONCRETE TYP) FENCING (WHERE NOTED ON PLAN) PER PLAN FINISHED 6"x6" 10/10 W.W.M. CL STABILIZE ENTIRE PILE GRADE CURB CONCRETE 2% SLOPE 1:12 WITH VEGETATION OR COVER SIDEWALK NYSDOT APPROVED 2 SLOPE OR LESS 2" @ 2% PITCH 4" X X X X X X GALVANIZED STEEL 1 (SIGN POST) ±6'-0" FENCE POST @ 8'-0" OC 4" SLOPE = 1:12 SLOPE 1:12 5' MIN. CRUSHED STONE SUBGRADE ITEM NO 304.03 NOTES: DETECTABLE WARNING ±6'-0" 4'-0" MIN. 1 1. SIDEWALK EXPANSION JOINTS SHALL BE SPACED AT 5' INTERVALS WITH 2" X 4" PRE-MOLDED JOINTS AT 15' O.C. 5'-0" OR EDGE OF BREAKAWAY 2. ALL CONCRETE FOR SIDEWALKS SHALL BE 4000 PSI AT 28 DAYS WITH TRANSVERSE BROOM FINISH PAVEMENT HINGE AND CROSS SLOPE. CONCRETE MIN. SLOPE MIN. SLOPE SIDEWALK 3. SIDEWALKS GREATER THAN 8% IN GRADE SHALL BE STEPPED IN ACCORDANCE WITH THE NEW STRAWBALES OR SILTFENCE YORK STATE BUILDING CODE REQUIREMENTS. FINISH GRADE GRADE SIDEWALK DETAIL NOTES: 1. AREA CHOSEN FOR STOCKPILING OPERATIONS SHALL BE DRY AND STABLE. SCALE: N.T.S. SLOPE 1:12 2. MAXIMUM SLOPE OF STOCKPILE SHALL BE 1:2. GRASS AREA NATIVE SOIL VARIES CURB TRANSITION 1/4"X8"X24" STEEL (CONCRETE TYP) 3. UPON COMPLETION OF SOIL STOCKPILING, EACH PILE SHALL BE SURROUNDED A WITH 4'-0" MIN PLATE (WELDED) EITHER SILT FENCING OR STRAWBALES, THEN STABILIZED WITH VEGETATION OR COVERED. 1'-6" MIN 5'-0" MIN 4. SEE SPECIFICATIONS (THIS MANUAL) FOR INSTALLATION OF SILTFENCE. -
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. -
HISTORY on the ROAD CLEVELAND’S HESSLER COURT by Dianne Timblin
HISTORY ON THE ROAD CLEVELAND’S HESSLER COURT By Dianne Timblin hen you Millennia later and half a world away, turn the wood roads appeared in colonial North Wcorner onto America. Corduroy roads, named for the Hessler Court, just off cotton cloth because of its similarly ridged the Case Western appearance, provided a means of crossing Reserve University particularly muddy or swampy areas.2 In campus, the first thing a few cases, the swampy ground itself has you notice is the allowed vestiges of these roads to remain sound. Or more accu- in place for examination centuries later. In rately, the lack of it, especially when you April 2008, for example, the remains of a turn onto Hessler Court from Hessler corduroy-style log road dating to 1684 Road, the brick-paved street that runs per- were uncovered in Annapolis, Maryland.3 pendicular to it. Over the decades, the brick Canadians were first to experiment with street has buckled and cracked, and using sawed plank surfaces and in the although the brickwork remains pic- 1830s became the first North Americans turesque, the ride is bumpy and loud. to begin systematically installing plank Hessler Court, however, the last remain- roads. Residents of Onondaga County, ing wood block road in Cleveland, remains New York, liked what they saw their smooth and quiet, serving as a reminder neighbors doing and in the 1840s followed of one reason wood block paving became suit with their own.4 Planking helped a popular option on urban streets in the make rural American roads more pass- latter half of the nineteenth century.