Thebridge a Quarterly Newsletter from Michigan’S Local Technical Assistance Program Vol
Total Page:16
File Type:pdf, Size:1020Kb
Load more
Recommended publications
-
Roundabout Planning, Design, and Operations Manual
Roundabout Planning, Design, and Operations Manual December 2015 Alabama Department of Transportation ROUNDABOUT PLANNING, DESIGN, AND OPERATIONS MANUAL December 2015 Prepared by: The University Transportation Center for of Alabama Steven L. Jones, Ph.D. Abdulai Abdul Majeed Steering Committee Tim Barnett, P.E., ALDOT Office of Safety Operations Stuart Manson, P.E., ALDOT Office of Safety Operations Sonya Baker, ALDOT Office of Safety Operations Stacey Glass, P.E., ALDOT Maintenance Stan Biddick, ALDOT Design Bryan Fair, ALDOT Planning Steve Walker, P.E., ALDOT R.O.W. Vince Calametti, P.E., ALDOT 9th Division James Brown, P.E., ALDOT 2nd Division James Foster, P.E., Mobile County Clint Andrews, Federal Highway Administration Blair Perry, P.E., Gresham Smith & Partners Howard McCulloch, P.E., NE Roundabouts DISCLAIMER This manual provides guidelines and recommended practices for planning and designing roundabouts in the State of Alabama. This manual cannot address or anticipate all possible field conditions that will affect a roundabout design. It remains the ultimate responsibility of the design engineer to ensure that a design is appropriate for prevailing traffic and field conditions. TABLE OF CONTENTS 1. Introduction 1.1. Purpose ...................................................................................................... 1-5 1.2. Scope and Organization ............................................................................... 1-7 1.3. Limitations ................................................................................................... -
Eu Road Surfaces: Economic and Safety Impact of the Lack of Regular Road Maintenance
DIRECTORATE GENERAL FOR INTERNAL POLICIES POLICY DEPARTMENT B: STRUCTURAL AND COHESION POLICIES TRANSPORT AND TOURISM EU ROAD SURFACES: ECONOMIC AND SAFETY IMPACT OF THE LACK OF REGULAR ROAD MAINTENANCE STUDY This document was requested by the European Parliament's Committee on Transport and Tourism. AUTHORS Steer Davies Gleave - Roberta Frisoni, Francesco Dionori, Lorenzo Casullo, Christoph Vollath, Louis Devenish, Federico Spano, Tomasz Sawicki, Soutra Carl, Rooney Lidia, João Neri, Radu Silaghi, Andrea Stanghellini RESPONSIBLE ADMINISTRATOR Piero Soave Policy Department Structural and Cohesion Policies European Parliament B-1047 Brussels E-mail: [email protected] EDITORIAL ASSISTANCE Adrienn Borka LINGUISTIC VERSIONS Original: EN. ABOUT THE EDITOR To contact the Policy Department or to subscribe to its monthly newsletter please write to: [email protected] Manuscript completed in July, 2014 © European Union, 2014. DISCLAIMER The opinions expressed in this document are the sole responsibility of the author and do not necessarily represent the official position of the European Parliament. Reproduction and translation for non-commercial purposes are authorized, provided the source is acknowledged and the publisher is given prior notice and sent a copy. DIRECTORATE GENERAL FOR INTERNAL POLICIES POLICY DEPARTMENT B: STRUCTURAL AND COHESION POLICIES TRANSPORT AND TOURISM EU ROAD SURFACES: ECONOMIC AND SAFETY IMPACT OF THE LACK OF REGULAR ROAD MAINTENANCE STUDY Abstract This study looks at the condition and the quality of road surfaces in the EU and at the trends registered in the national budgets on the road maintenance activities in recent years, with the aim of reviewing the economic and safety consequences of the lack of regular road maintenance. -
Road to Resilience Delivering a Robust Local Roads Network
Road to resilience Delivering a robust local roads network December 2018 Road to resilience | Delivering a robust local roads network 3 Foreword Local roads are often, rightly, described as the lifeblood of local Balfour Beatty has a proud history of working on roads of all sizes, economies across the country, keeping transport flowing around across the country. The local authorities we work with are doing towns and cities and supporting local supply chains. their utmost to ensure the resilience of their local roads and to repair the damage caused by the harsh winter. Indeed, according Unfortunately, they also bear the brunt of congestion, which can to the Local Government Association (LGA), local authorities fix a have a significant impact on the productivity – or otherwise – of pothole every 21 seconds1. Where our local authority partners have those local economies, and on air quality, due to the needless secured additional capital investment for their roads, we have emissions from vehicles waiting in queues. The difference seen a reduction on revenue expenditure, and public satisfaction between the condition of local roads and the Strategic Roads improving. The money announced at the Autumn Budget will Network (SRN) is now significant in some areas, and is noticeable therefore be extremely welcome. to motorists. It will of course be important to ensure that this much-needed The backlog of maintenance on these roads, due to years of extra money is made to go as far as it can – that advances in underinvestment, is made worse by pothole problems which technology are capitalised on and that local authorities and the arise after harsh winters, further squeezing already constrained industry work together as closely as possible to drive efficiencies. -
A Study of Occurrence of Potholes and Washboards on Soil-Aggregate Roads EUGENE Y
A Study of Occurrence of Potholes and Washboards on Soil-Aggregate Roads EUGENE Y. HUANG, Associate Professor of Civil Engineering, University of Illinois This report presents the results of a study aimed at determining some of the circumstances associated with the occurrence of potholes and washboards on soil-aggregate roads. The study consisted of a statistical analysis of the qualitative data obtained from a road condition survey involving road surfaces of the coarse-graded aggregate type composed of mineral aggregate such as gravel or crushed stone and some binder material. Results of the study indicate that the occurrence of potholes and washboards was definitely associated with the volume of traffic, the type of surface material, and the drainage condition of the road surface. Although the findings are admittedly limited to the types and conditions of the roads studied, it is hoped that the data may be of value in further understanding the formation of potholes and washboards. • THE OCCURRENCE of potholes and washboards has long been a serious problem in soil-aggregate surfaces. These formations, however, have not been fully explained. Potholes on road surfaces are irregularly occurring, well-defined holes consisting of fairly deep cavities up to about 5 in. (Fig. 1). Washboards are transverse or nearly transverse waves on road surfaces, generally about 1 to 1/4 in. in amplitude andspaced about 2 or 3 ft apart (Fig. 2), regardless of the nature of material in which they occur. (Although typical formations of potholes and washboards are readily distinguishable, there are, however, numerous possibilities of transitional forms between these two typical forms.) Both potholes and washboards are conducive to surface impact and vibration, which contribute in a great measure to the rapid deterioration of the road surface as well as the vehicle itself. -
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. -
Viscosity Resin for Reinforcing Pothole Patching Materials
NIST Civil Infrastructure Showcase 3-14-14 Gaithersburg, MD Development of High-Toughness, Low- Viscosity Resin for Reinforcing Pothole Patching Materials BruinPatch, Inc. A UCLA Startup for Improving National Infrastructure Larry Carlson UCLA Institute for Technology Advancement President, Bruinpatch, Inc. [email protected] (818) 970-5532 Engineering Institute for Technology Advancement Product Product: A long lasting pothole repair method that utilizes a low viscosity resin, a patented catalyst and UCLA’s patented approach Integrated Dual Phase Approach Porous asphalt with Top Phase: infiltrated DCPD layer • Moisture resistant • High toughness Interface • Durable, rutting resistant Densely compacted Bottom Phase: asphalt layer • Compacted standard materials • Low Cost Cross-section DCPD Resin Curing Schematic illustration of aggregate-asphalt mix Ring-opening Metathesis Polymerization infiltrated with DCPD and formed a hardened continuous network within • Capable of infiltrating into the voids, and Reduction of continuous and interconnected voids • Reinforce the continuous phase of the aggregate composites Curing Profile cold mix 160 'C Interface of cold mix and D2 mix 120 D2 160 'C 1.5 min 100 4 min 80 60 Surface of cold mix Temperature 'C 40 Resin added 20 0 2 4 6 8 10 12 Time Minute Curing profiles were recorded by measuring temperature profile on the surface and at the interface of the porous mix and dense mix. Catalyst Development 180 160 180 C831 0 TPP 140 C831 160 -20'C to RT C727 0.03% TPP -11'C -3'C 140 120 0 TPP -5'C 120 -
Guidelines for Safe Ice Construction
GUIDELINES FOR SAFE ICE CONSTRUCTION 2015 GUIDELINES FOR SAFE ICE CONSTRUCTION Department of Transportation February 2015 This document is produced by the Department of Transportation of the Government of the Northwest Territories. It is published in booklet form to provide a comprehensive and easy to carry reference for field staff involved in the construction and maintenance of winter roads, ice roads, and ice bridges. The bearing capacity guidance contained within is not appropriate to be used for stationary loads on ice covers (e.g. drill pads, semi-permanent structures). The Department of Transportation would like to acknowledge NOR-EX Ice Engineering Inc. for their assistance in preparing this guide. Table of Contents 1.0 INTRODUCTION .................................................5 2.0 DEFINITIONS ....................................................8 3.0 ICE BEHAVIOR UNDER LOADING ................................13 4.0 HAZARDS AND HAZARD CONTROLS ............................17 5.0 DETERMINING SAFE ICE BEARING CAPACITY .................... 28 6.0 ICE COVER MANAGEMENT ..................................... 35 7.0 END OF SEASON GUIDELINES. 41 Appendices Appendix A Gold’s Formula A=4 Load Charts Appendix B Gold’s Formula A=5 Load Charts Appendix C Gold’s Formula A=6 Load Charts The following Appendices can be found online at www.dot.gov.nt.ca Appendix D Safety Act Excerpt Appendix E Guidelines for Working in a Cold Environment Appendix F Worker Safety Guidelines Appendix G Training Guidelines Appendix H Safe Work Procedure – Initial Ice Measurements Appendix I Safe Work Procedure – Initial Snow Clearing Appendix J Ice Cover Inspection Form Appendix K Accident Reporting Appendix L Winter Road Closing Protocol (March 2014) Appendix M GPR Information Tables 1. Modification of Ice Loading and Remedial Action for various types of cracks .........................................................17 2. -
Cornell Local Roads Program Town of Ticonderoga, NY 2016
Cornell Local Roads Program Town of Ticonderoga, NY 2016 Colvin Chapman and Samuel Shelmidine Ticonderoga Highway Department 138 Racetrack Rd. Ticonderoga, NY 12883 Table of Contents I. Introduction………………………………………...………………....3 A. Background of Roads………………………………………....3 B. Fundamentals of good roads………………………………….6 II. CAMPRS Process …………………………………………………..9 A. CAMPRS Training…………………………………..……....9 B. Road Surveying ……………………………………………...9 C. Pavement Distresses………………………………………….10 D. Roads by Rank……………………………………………….15 E. Assign Repairs……………………………………………….16 III. Assessment Results…………………………………………………..18 IV. Recommendation…………………………………………………......19 V. Sources……………………………………………………………….19 Appendix A: Ticonderoga Local Roads Assessment Appendix B: Ticonderoga Map of Local Roads. Appendix C: CAMPRS Asphalt Pavement Condition Survey Appendix D: CAMPRS Unpaved Condition Survey 2 I. Introduction The Cornell Local Roads Program Center provides training, technical assistance, and information to municipal officials and employees responsible for the maintenance, construction, and management of local highways and bridges in New York State. This educational service has been widely used throughout New York State by many municipalities who wish to run their highway departments more effectively and efficiently. Part of the Cornell Local Roads Program (CLRP) is a cost analysis tool developed by Civil Engineers from Cornell University. The purpose of this tool is to generate a road database for prioritizing and recommending various repairs objectively. The basis of the program is to collect road condition data and catalog a detailed list of information through software known as the Cornell Asset Management Program Roads & Streets (CAMPRS). CAMPRS functions chiefly by “Keeping good roads good” and consistently improving the conditions of subpar roads within the constraints of a limited budget. CAMPRS outputs a prioritized list of repairs in order to efficiently raise the condition of all roads to an acceptable level. -
Town of Warren Road Department Winter Road
TOWN OF WARREN ROAD DEPARTMENT WINTER ROAD MAINTENANCE POLICY The Warren Road Department's Winter Maintenance Policy is based on the goal of obtaining safe highway travel surfaces during winter months. It is our goal to achieve this at the earliest practica! time and in the most cost efficient manner during and after a storm event. Providing bare dry travel surfaces during a winter storm event is not practical and therefore not expected. There are many variables affecting winter maintenance operations such as type of precipitation, air and pavement temperature/ traffic volume/ wind, time of day/ and even the day of the week. Type and volume of traffic and road gradient are the primary factors in determining the order of winter maintenance service. Therefore/ during periods of time when school is in session, top priority is given to clearing roads utilized by the school buses. Emergency service buildings shall receive necessary maintenance to provide for emergency personnel to arrive and for vehicles to depart and return safely. As necessary/ snow and ice control equipment shall be redirected by the Road Foreman from assigned routes to assist emergency response vehicles in reaching the destination. Roads heavily used by commuters and hills are next in priority. Each winter storm event is unique. It is impractical to develop specific rules on winter maintenance operations. Therefore, the Judgment of the Road Foreman often governs the quantities and type of applications used to control snow and ice. Public safety is always our top priority. The following are general guidelines for the winter maintenance by the Warren Road Department: Highway Department Call Outs: Road Department's regular working hours are 6 a.m. -
Lempster Winter Road Maintenance Policy Approved February 16, 2000
Lempster Winter Road Maintenance Policy Approved February 16, 2000 Scheduled Review September 2002 Reviewed January 2005 Objective: Given that Lempster has unique road and winter weather conditions, and that no amount of plowing, sand, salt, or public expenditure is a substitute for responsible motorists’ good winter driving sense and equipment, it is the intent and responsibility of the Town of Lempster to provide timely and cost-effective winter road maintenance for the safety and benefit of the Town's residents and the general motoring public. Procedure: The objective will be achieved by implementing the Lempster Winter Road Maintenance Procedures, below. Due to the many variables that are inherent to New England and indeed Lempster, each storm and/or weather event may require a different emphasis or strategy. Level of Service:. While the Town endeavors to provide safe, practical access to homes, businesses and municipal facilities during winter storms, it is not possible to maintain roads completely snow and ice-free during a storm. The Department usually begins snow removal operations upon snow accumulations of two to four inches. The Road Agent may, at his discretion based upon weather reports, initiate removal at a greater or lesser accumulation. Pre-treatment and ice control may occur prior, during, and following the storm. Road salt has a declining effect on melting snow and ice as road surface temperatures drop below 25 degrees, therefore it might not be applied until warmer temperatures are expected. Command: Direction of all winter maintenance activities for the Town of Lempster is vested with the Road Agent or his designee. -
Alaskan Transportation for Pays for the Concept Equipment Beyond What the Articles About Alaska’S Activity)
“Improving Alaska’s quality of transportation through technology application, training, and information exchange.” Local Technical Assistance Program Fall 2001 July–September Volume 26, Number 3 Alaska’s Plan for Adopting the 2000 MUTCD In this issue . • Adopting the 2000 MUTCD—NOT YET! Anyone planning to put the • Avalanche Forecasting 2000 MUTCD into practice in Alaska needs to be aware that Announcements Alaska Department of Transpor- tation and Public Facilities DOT&PF Research (DOT&PF) has not yet adopted it. • Vetch The implementation schedule is • Air Cooled Embankment contained later in this article. Design In Alaska, the Alaska Traffic • Eliminating Longitudinal Manual (ATM), not the Manual on Cracking Traffic Control Devices (MUTCD), addresses traffic control and work zone activities Planning, Design, and in construction, design, and maintenance. The ATM Field Notes includes the MUTCD. Besides the ATM, Alaska • Quick Slope Stability Analysis, Part I continued on page 2 • Winter Concept Vehicles • Winter Equipment Ideas Avalanche Forecasting • Nine New Snow Removal Gadgets Summer’s grasp on the high lanches. The era of modern ava- • Helping Make RWIS country is fading, the crispness of lanche forecasting had begun and Happen fall is in the air, and soon a blanket with it, the creation of a whole new of snow will descend on the moun- profession: the avalanche fore- Around Alaska tains, transforming the landscape caster. into the awesome beauty of winter. • Asphalt Surface Treatment DOT&PF Identified a Need for Guide With the first snows of winter • Roundabouts: The Next comes the threat of avalanche. In Forecasters Intersection the not too distant past, avalanches Managers at DOT&PF recog- were one of the biggest natural haz- nized the need to hire avalanche forecasters who could devote time Training and Meetings ards facing the traveling public and to avalanche safety and education, Calendar the transportation workers who live in snow country. -
Johnson Survey Comments
5. Please share any other comments or concerns you have about the johnson Road Full Improvements Project. Response I favor the three lane option with one very la rge drainage pipe (along with other utilities) beneath 1. the center (turn) lane. Seems to me that such an arrangement might facilitate maintenance without ~ Respons~ the necessity of closing down the whole road. I don't understand how pedestrians are able too safely cross the roundabout. I don't see it planned here and I watched the presentation and didn't hear it addressed. Living east of keller Smithfield we had 4 stops signs to stop traffic to allow pedestrians to pass. how does this work with a 2. roundabout? Given children are to walk to high school within the 2 m ile limits they are going to [VieW Response] have to cross at johnson across Keller Smithfield to get to the high school. Were studies done to evaluate pedestrian and bicycle traffic across the round about? The round about near Walmart Is quite frightening as there are folks who don't know how a roundabout wor ks I can't see them slowing down for bike or walkers. 3. The best option is to keep continuity on johnson Rd from 377 to Keller Smithfield Rd. Three lanes ~Response] with closed drainage is safer & w ill a llow traffic to flow most efficiently. Do it right the first time. Our property currently sits at 1650 johnson Road. Big Bear Creek runs directly t hrough the middle of our property. Our concern after attending the meeting is that if all water is being moved to Big Bear Creek.