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Asphalt Concrete Pavement Design a Subsystem to Consider the Fatigue Mode of Distress
Asphalt Concrete Pavement Design A Subsystem to Consider the Fatigue Mode of Distress D. A. KASIANCHUK, Associate Professor of Engineering, Carleton University, Ottawa; C. L. MONISMITH, Professor of Civil Engineering, Institute of Transportation and Traffic Engineering, University of California, Berkeley; and W. A. GARRISON, Materials Testing Engineer, Contra Costa County Public Works Department, Martinez, California In this paper a working model is presented for a subsystem to consider the fatigue mode of distress for asphalt concrete pavements. The de sign subsystem is divided into three general sections-(a) preliminary data acquisition, (b) materials characterization, and (c) analysis and evaluation. In developing a particular design with this subsystem, use is made of traffic and wheel load distributions, environmental condi tions based on available weather records for the vicinity of the pro posed design, multilayer elastic theory, resilient response of untreated granular materials and fine-grained soils, stiffness and fatigue char acteristics of the asphalt concrete, and a cumulative damage hypothesis based on the simple linear summation of cycle ratios. To expedite the design process, the majority of the design computations have been pro grammed for use with a high-speed digital computer. An example shows the use of the design procedure for a structural pavement section consisting of asphalt concrete resting directly on the subgrade soil. The design developed is shown for conventional mate rials and traffic to result in a thickness that is quite reasonable based on comparisons with other design methods. This particular subsystem would appear to have some advantages, however, in that it can be ex tended to consider loading conditions and material characteristics for which experience is not available. -
Caltrans Proves Effectiveness of Pavement Renewal Approach 14
TR NEWS NUMBER 232 MAY–JUNE 2004 3 Get In, Get Out, Stay Out! Caltrans Proves Effectiveness of Pavement Renewal Approach Kirsten R. Stahl and Mario A. Gutierrez Six years ago, a national workshop convened to discuss and develop innovative 3 approaches to the timely repair of crowded freeways. The California Department of Transportation, host of the workshop, immediately set out to apply the most workable concepts. Here is a report on the successful results with asphalt concrete and portland cement concrete projects. 4 Renewal Program Awaiting Launch Ann M. Brach 5 Birth of the Accelerated Construction Technology Transfer Team Frederick D. Hejl 6 Accelerated Construction Technology Transfer Workshops: 14 Completing Projects Faster, Safer, and Better Bill Bolles 8 Mix and Structure of I-710’s Long-Lasting Pavement Carl L. Monismith 12 CA4PRS Software Generates Pavement Rehabilitation Strategies Eul-Bum Lee, John T. Harvey, and Michael M. Samadian 14 The AASHO Road Test: Living Legacy for Highway Pavements 35 Kurt D. Smith, Kathryn A. Zimmerman, and Fred N. Finn The AASHO Road Test, conducted more than four decades ago, established many standards and protocols and helped define many pavement design, construction, and evaluation practices for rigid and flexible pavements. How did the pioneering project originate, gain support, develop, proceed, and produce such long-lasting, influential results? 23 Withstanding the Test of Time Fred N. Finn 24 Smithsonian to Archive Road Test Records Linda Mason 25 TRANSIT COOPERATIVE RESEARCH PROGRAM REPORT Cover: The new Transit Capacity and Quality of Service Manual assists The New Transit Capacity and Quality of Service Manual: planners in setting transit service Tour of the Expanded Guide for Transit Planners and Operators goals for a community. -
Standard Specifications for Street and Drainage Construction
STANDARD SPECIFICATIONS FOR STREET AND DRAINAGE CONSTRUCTION 2 of 114 DIVISION 100. GENERAL PROVISIONS ................................ 6 Section 101. Definitions and Terms........................................................................ 6 Section 102. Control of Material ............................................................................. 9 Section 103. Quality Control Requirements.......................................................... 11 Section 104. Measurement and Payment............................................................. 15 Section 105. Roadway Construction Control........................................................ 18 Section 106. Trench and Excavation Safety Systems .......................................... 20 DIVISION 200. EARTHWORK ............................................... 21 Section 201. Clearing and Grubbing .................................................................... 21 Section 202. Excavation and Embankment.......................................................... 22 Section 203. Subgrade Preparation ..................................................................... 27 Section 204. Select Grading................................................................................. 28 DIVISION 300. STORM DRAINAGE..................................... 30 Section 301. Storm Drainage Pipe ....................................................................... 30 Section 302. Drop Inlets and Junction Boxes....................................................... 33 Section 303. Concrete -
Chapter 3 : Transportation (V1)
Town of Aberdeen - Development Guide Chapter 3 : Transportation (v1) Chapter 3 : Transportation 3.1. - Traffic Impact Analysis 3 3.1.1. - Purpose 3 3.1.2. - Threshold 3 3.1.3. - Review 4 3.1.4. - Format 4 3.2. - Driveway Design Standards 7 3.2.1. - Non-residential Driveways 7 3.2.2. - Residential Driveways 7 3.3. - Separation Standards 8 3.4. - Street Construction Standards 9 3.4.1. - General Standards. 9 3.4.2. - Trench Backfill Standards 10 3.4.3. - Subgrade Standards 11 3.4.4. - Proof Roll 11 3.4.5. - Other Standards 12 3.4.6. - Fire Apparatus Requirements 13 3.4.7. - Intersections 13 3.5. - Sight Distances 15 3.5.1. - Intersection Sight Distance 15 3.5.2. - Minimum Stopping Sight Distance 15 3.5.3. - Intersection Sight Distance 15 3.5.4. - Greenway Sight Distance 17 3.6. - Right-of-way Design 17 3.6.1. - Arterial Streets 17 3.6.2. - Collector Streets 18 3.6.3. - Sub-Collector Streets 19 3.6.4. - Local Streets 20 3.6.5. - Alleys 21 3.7. - Dead-End Streets 22 3.7.1. - Dead-End Street Standards 22 3.7.2. - Turnaround Standards 22 3.8. - Street Signs 23 3.8.1. - Street Name and Traffic Control Signs. 23 3.8.2. - Street Name Sign Fees 23 3.8.3. - Standards for All Street Signs 23 3-1 Town of Aberdeen - Development Guide Chapter 3 : Transportation (v1) 3.8.4. - Specialty Street Signs 24 3.8.5. - Standards for Street Name Signs 25 3.8.6. -
Pavement Preservation How: Arizona, Texas, Utah, and New Mexico Edc-4 Peer-To-Peer Exchanges
Tech Brief PAVEMENT PRESERVATION HOW: ARIZONA, TEXAS, UTAH, AND NEW MEXICO EDC-4 PEER-TO-PEER EXCHANGES PAVEMENT INTRODUCTION PRESERVATION HOW On May 2nd and 3rd, 2019, an FHWA-sponsored EDC- The fourth round of Every Day 4 “How” Pavement Preservation State Peer-to-Peer Counts (EDC-4) innovations promoted quality construction Exchange was conducted in Phoenix, Arizona. State and materials practices that department of transportation (DOT) participants included apply to both flexible and 28 DOT representatives from Arizona, 1 from Texas, 2 rigid pavements. For flexible pavements, these include using from Utah, and 1 from New Mexico. Additional participants included improved specifications for thin 4 FHWA representatives, 1 consultant, and representatives from 5 county asphalt surfacings such as chip governments, 24 municipalities, and 9 tribal communities. Larry Galehouse seals, scrub seals, slurry seals, with the National Center for Pavement Preservation and Larry Scofield with the micro surfacing, and ultrathin bonded wearing courses; following International Grooving & Grinding Association and American Concrete Pavement improved construction practices; Association facilitated the day-and-a-half-long meeting. Arizona was the host state and and using the right equipment provided meeting room facilities. Antonio Nieves of the FHWA introduced the meeting to place these treatments. Rigid pavement treatments include the background and kicked off the meeting. rapid retrofitting of dowel bars to The meeting format consisted of each of the states identifying their current procedures, reduce future faulting; the use of new, fast-setting partial- and full- issues, and successes for each of the topics discussed. Table 1 indicates the depth patching materials to create discussion topics. -
Pavement Marking Handbook
Pavement Marking Handbook August 2004 © 2004 Texas Department of Transportation All rights reserved Pavement Marking Handbook August 2004 Manual Notices Manual Notice 2004-1 To: Recipients of Subject Manual From: Carlos A. Lopez, P.E. Traffic Operations Division Manual: Pavement Marking Handbook Effective Date: August 2004 Purpose and Content This handbook provides information on material selection, installation, and inspection guidelines for pavement markings. It is targeted for two audiences — engineering personnel and field personnel. The portion for engineering personnel provides information on selecting pavement marking materials for various applications. The portion for field personnel provides information on pavement marking installation and inspection. Additional information about TxDOT specifications, procedures, and standards applicable to pavement markings are included in an appendix. The manual may be used by designers to help with pavement marking material selection and inspectors in the field. Instructions This is a new manual, and it does not replace any existing documents. Content Cover Table of Contents Chapters 1 through 3 Appendix A & B Review History This manual is the product of a Texas Department of Transportation (TxDOT) research project. The TxDOT project director is Greg Brinkmeyer of the Traffic Operations Division. The research supervisor is Gene Hawkins of the Texas Transportation Institute (TTI). Tim Gates and Liz Rose of TTI developed most of the material in the handbook. Wade Odell was the research liaison engineer for the TxDOT Research and Technology Implementation Office. (continued...) Review History (continued) This handbook became a reality because numerous individuals were willing to contribute their time, ideas, and comments during the development process. Special credit should be given to a group of TxDOT staff who meet on a regular basis to review drafts and develop material for the handbook. -
Guide for Partial- and Full-Depth Pavement Recycling in California
December 2020 Guideline: UCPRC-GL-2020-01 Guide for Partial- and Full-Depth Pavement Recycling in California Authors: D. Jones, S. Louw, and J. Harvey Partnered Pavement Research Center (PPRC) Contract Strategic Plan Elements 4.59, 4.65, 4.69, and 4.70 (DRISI Tasks 2707, 3194, 3195, and 3196): Improved Guidance and Specifications for In-Place Recycling PREPARED FOR: PREPARED BY: California Department of Transportation University of California Division of Research, Innovation and System Information Pavement Research Center Office of Materials and Infrastructure Roadway Research UC Davis and UC Berkeley TECHNICAL REPORT DOCUMENTATION PAGE 1. REPORT NUMBER 2. GOVERNMENT ASSOCIATION NUMBER 3. RECIPIENT’S CATALOG NUMBER UCPRC-GL-2020-01 4. TITLE AND SUBTITLE 5. REPORT PUBLICATION DATE Guide for Partial- and Full-Depth Pavement Recycling in California December 2020 6. PERFORMING ORGANIZATION CODE 7. AUTHOR(S) 8. PERFORMING ORGANIZATION REPORT D. Jones, S. Louw, and J. Harvey NO. UCPRC-GL-2020-01 UCD-ITS-RR-21-11 9. PERFORMING ORGANIZATION NAME AND ADDRESS 10. WORK UNIT NUMBER University of California Pavement Research Center Department of Civil and Environmental Engineering, UC Davis 11. CONTRACT OR GRANT NUMBER 1 Shields Avenue 65A0542 and 65A0628 Davis, CA 95616 12. SPONSORING AGENCY AND ADDRESS 13. TYPE OF REPORT AND PERIOD COVERED California Department of Transportation Guideline Division of Research, Innovation, and System Information 14. SPONSORING AGENCY CODE P.O. Box 942873 Sacramento, CA 94273-0001 15. SUPPLEMENTAL NOTES doi:10.7922/G2TX3CN8 16. ABSTRACT This document has been prepared to guide practitioners on project investigation, recycling strategy selection, pavement structural design, environmental life cycle and life cycle cost assessment, mix design, and construction of in-place pavement recycling projects on flexible pavements in California. -
Guidelines for Identifying and Repairing Localized Areas of Distress in Ac Pavements Prior to Capital Preventive Maintenance Or Rehabilitation Repairs
APPENDIX B GUIDELINES FOR IDENTIFYING AND REPAIRING LOCALIZED AREAS OF DISTRESS IN AC PAVEMENTS PRIOR TO CAPITAL PREVENTIVE MAINTENANCE OR REHABILITATION REPAIRS I. Background Information A. AC Pavement Distress Terminology and Definitions 1) AC Pavement Cracks a) Alligator Cracks Alligator cracking is characterized by interconnected or interlaced cracks in the wheel path, forming a series of small polygons, (generally less than 1 foot on each side). The cracking resembles the appearance of alligator skin, thus the term alligator cracking. Alligator cracking is a load-related distress and occurs when the wheel loads exceed the design of the roadbed. b) Longitudinal Cracks [Shrinkage Cracks, Reflection Cracks, Joint Cracks, Edge Cracks and Slippage Cracks] Longitudinal cracks are non-load-associated cracks. Longitudinal cracks are single cracks approximately parallel to the centerline. These cracks are primarily due to the contraction and shrinkage of the surface course, reflection from underlying pavement joints, poorly constructed paving joints, or roadbed settlement. c) Transverse Cracks Transverse cracks are non-load-associated cracks. Transverse cracks appear approximately at right angles to the centerline. These cracks are primarily due to the contraction and shrinkage or the surface course or reflection from underlying pavement joints. 2) AC Surface Distortions a) Rutting Rutting is a longitudinal surface depression in the wheel path caused by the consolidation in the asphalt surface layer or lateral movement in one or more of the layers of roadbed material under heavy loads. b) Shoving Shoving is localized displacement or bulging of pavement material in the direction of loading pressure. Shoving is often associated with bleeding or over rich asphalt mix. -
Bar Harbor Pedestrian Ramp Construction Win 022469.00 2016
BAR HARBOR PEDESTRIAN RAMP CONSTRUCTION WIN 022469.00 2016 1 Updated 11/15/15 STATE PROJECT MAINTENANCE & OPERATIONS 2 BIDDING INSTRUCTIONS 1. Use pen and ink to complete all paper Bids. 2. As a minimum, the following must be received prior to the time of Bid opening: For a Paper Bid: a) a copy of the Notice to Contractors, b) the completed Acknowledgement of Bid Amendments form, c) the completed Schedule of Items, d) two copies of the completed and signed Contract Agreement, Offer & Award form, e) a Bid Guaranty, f) the completed Contractor Information Sheet, and g) any other certifications or Bid requirements listed in the Bid Documents as due by Bid opening. For an Electronic Bid: a) a completed Bid using Expedite® software and submitted via the Bid Express™ web- based service, b) an electronic Bid Guaranty (if required) or a faxed copy of a Bid Bond (with original to be delivered within 72 hours), and c) any other Certifications or Bid requirements listed in the Bid Documents as due by Bid opening. 3. Include prices for all items in the Schedule of Items. 4. Bid Guaranty acceptable forms are: a) a properly completed and signed Bid Bond on the Department’s prescribed form (or on a form that does not contain any significant variations from the Department’s form as determined by the Department) for 5% of the Bid Amount or b) an Official Bank Check, Cashier’s Check, Certified Check, U.S. Postal Money Order or Negotiable Certificate of Deposit in the amount stated in the Notice to Contractors or c) an electronic bid bond submitted with an electronic bid. -
GLOSSARY of TERMS1 Aggregate Base (AB) - a Base Course Consisting of Compacted Mineral Aggregates
ACKNOWLEDGMENT OF SPONSORSHIP This work was sponsored by the American Association of State Highway and Transportation Officials, in cooperation with the Federal Highway Administration, and was conducted in the National Cooperative Highway Research Program, which is administered by the Transportation Research Board of the National Research Council. DISCLAIMER This is the final draft as submitted by the research agency. The opinions and conclusions expressed or implied in the report are those of the research agency. They are not necessarily those of the Transportation Research Board, the National Research Council, the Federal Highway Administration, the American Association of State Highway and Transportation Officials, or the individual states participating in the National Cooperative Highway Research Program. APPENDIX A — GLOSSARY OF TERMS1 aggregate base (AB) - A base course consisting of compacted mineral aggregates. Also, granular base (GB), unbound granular base. aggregate interlock - A load transfer mechanism whereby the shear is carried by the aggregate-cement paste interface. aggregate subbase (ASB) - A subbase course consisting of compacted mineral aggregates. Also, granular subbase, unbound granular subbase. alligator cracking - Interconnected or interlaced cracks forming a pattern that resembles an alligator's hide. Also, map cracking. alternatives - Differing paving or rehabilitation courses of action that will satisfy established pavement design and management objectives. analysis period - The time period used for comparing design alternatives. An analysis period may contain several maintenance and rehabilitation activities during the life cycle of the pavement being evaluated. annual average daily truck traffic (AADTT) - The estimate of typical truck traffic on a road segment for all days of the week over the period of a year. -
Full-Depth Recycling Study
STATE OF CALIFORNIA • DEPARTMENT OF TRANSPORTATION ADA Notice TECHNICAL REPORT DOCUMENTATION PAGE For individuals with sensory disabilities, this document is available in alternate TR0003 (REV 10/98) formats. For information call (916) 654-6410 or TDD (916) 654-3880 or write Records and Forms Management, 1120 N Street, MS-89, Sacramento, CA 95814. 1. REPORT NUMBER 2. GOVERNMENT ASSOCIATION NUMBER 3. RECIPIENT'S CATALOG NUMBER CA 17-2707 4. TITLE AND SUBTITLE 5. REPORT DATE Full-Depth Recycling Study: Test Track Construction and First-Level Analysis of Phase 1 and Phase 2 HVS Testing, Forensic Investigation, and Phase 1 Laboratory Testing 07/11/2016 6. PERFORMING ORGANIZATION CODE 7. AUTHOR(S) 8. PERFORMING ORGANIZATION REPORT NO. D. Jones, S. Louw, and R. Wu UCPRC-RR-2015-02 9. PERFORMING ORGANIZATION NAME AND ADDRESS 10. WORK UNIT NUMBER University of California Pavement Research Center Department of Civil and Environmental Engineering, UC Davis 1 Shields Avenue 11. CONTRACT OR GRANT NUMBER Davis, Ca 95616 65A0542 12. SPONSORING AGENCY AND ADDRESS 13. TYPE OF REPORT AND PERIOD COVERED California Department of Transportation Research Report Division of Research, Innovation, and System Information October 2014 - September 2017 P.O. Box 942873 14. SPONSORING AGENCY CODE Sacramento, CA 94273-0001 RPMD Task ID: 2707 15. SUPPLEMENTARY NOTES 16. ABSTRACT This First-level report describes the first two phases of a study comparing the performance of four different full-depth pavement reclamation strategies, namely pulverization with no stabilization (FDR-NS), stabilization with foamed asphalt and portland cement (FDR-FA), stabilization with portland cement only (FDR-PC), and stabilization with engineered asphalt emulsion (FDR-EE). -
Stormwater Best Managementpractices (BMP's
Spills This is one in a series of pamphlets describing storm drain protection measures. Other pamphlets include: Stormwater Sweep up dry spilled materials Automotive Maintenance & Car Care Best ManagementPractices immediately. Never attempt to bury (BMP’s): them or “wash them away” with water. Equipment Rentals Clean up spills on dirt areas by digging Food Service Industry up and properly disposing of contaminated soil. Fresh Concrete & Mortar Application Report significant spills to the appropriate spill response agencies General Construction & Site Supervision immediately. Heavy Equipment and Earthmoving Activities Clean up leaks, drips, and other spills immediately. Home Repair & Remodeling Never hose down “dirty” pavement or Horse Owners and Equine Industry surfaces where materials have spilled. Kennels Roadwork and Paving Recycling & Hazardous Landscaping, Gardening & Pest Control Waste Disposal Safe Environmental Habits and Mobile Washers and Cleaners Procedures for: Nurseries City of Modesto Road Crews Solid Waste Management Painting (209) 577-5494 Construction Crews Roadwork and Paving Seal Coat Contractors Stanislaus County Swimming Pool, Jacuzzi & Household Hazardous Waste Facility Fountain Maintenance (209) 525-4123 Home Builders For more information about storm drain protection or additional pamphlets, call: Developers To Report a Clogged Storm Drain General Contractors City of Modesto City of Modesto Inspectors Water Quality Control Division Stormwater Program (209) 577-6200 Site Supervisors To Report a Spill or Illegal Dumping www.modestogov.com (209) 577-6377 City of Modesto Environmental Compliance Section Water Quality Control Division Public Works Department Environmental Compliance Section (209) 577-6200 City of Modesto Public Works Department Water Pollution Prevention Use check dams, ditches or berms to divert runoff around excavations.