Rehabilitation for Concrete Pavements
|
|
|
- Jasmin Barton
- 10 years ago
- Views:
Transcription
1 Rehabilitation for Concrete Pavements
2 Overview Effective rehab for PCC Break PCC into small segments Overlay with Hot Mix Asphalt Road-userfriendly Rubblize and pave in off-peak hours High production rates Final Product
3 What is rubblization? Fracturing: Eliminates slab action Destroys bond between concrete and steel Rubblized base responds as a tightly keyed, interlocked high-density, unbound layer Layer cannot crack; already fractured
4 Why Rubblize? Fracturing PCC to segments less than 9 precludes reflection of: Joints Cracks Faults Production Rates up to 1 lane-mile/day
5 Purposes for Overlaying PCC Pavements Improve ride quality Correct surface defects improve surface drainage increase surface friction Delay/prevent structural deterioration Strengthen pavement structure (rehabilitation)
6 Pavement Rehabilitation Design Factors Pavement type Condition of existing pavement Drainage Distress Response to load Foundation strength/stiffness Subbase Subgrade Future traffic loading Additional corrections (safety, capacity, etc)
7 Reflection Cracking By far, the biggest problem in HMA overlays of PCC pavement Caused by movement at PCC joints and cracks Reflection crack Loadinduced movement HMA PCC Slabs Contract Slabs Expand Joint Opens Joint Closes
8 Larger Pieces = Larger Movement = Cracking HMA PCC
9 Smaller Pieces = Smaller Movement = No Cracking HMA PCC
10 Benefits Time savings Choose work hours High production rates Economic Savings Reduce user delay costs Reduce construction costs
11 Benefits (continued) Environmentally friendly Reduce landfill Reduce fuel consumption/air pollution Smoothness Eliminate reflection cracking/faulting
12 Construction Procedure Install/replace existing edge drainage system as required Remove existing overlay (if present) Remove existing HMA patches, replace with aggregate base as required Fracture the concrete pavement Roll Place HMA overlay (multiple lifts)
13 Resonant Pavement Breaker
14 Multi-Head Breaker (MHB)
15 Rolling
16 Particle Size PCC fractured into 9 in.-minus pieces Most pieces are 1-4 in. diameter Aggregate interlock maintained beneath surface Rolling knits together surface particles
17 When to Rubblize Patching > 10%. Severe D-cracking. Severe ASR or ACR cracking. Dowel bar locking Severe joint deterioration Persistent faulting.
18 Precaution Weak soils may make construction difficult. Option 1 Adjust breaking pattern (12-18 ) in soft areas. Use normal seating rolling. Resume smaller pattern after weak area.
19 Precaution Option 2 Cease rubblization Define weak area Remove/replace problem material Resume normal operations when past weak area Perform a good soils evaluation prior to construction
20 How Effective is Rubblization? Witczak and Rada, 1992 "Rubblization... is the preferred rehabilitation method for all types of PCC pavements." Thompson, 1999 Rubblization is a "viable and cost-effective rehabilitation option."
21 How Effective is Rubblization? 26 States have specifications for Rubblization Arkansas 100 miles of rubblization this year 300 miles over a 3-year period
22 Projects I-440, Raleigh Beltway, North Carolina $21.5 million contract 3 1/2 mile project AADT = 100,000+ Awards 1993 Sheldon G. Hayes Award - NAPA 1993 Pinnacle Award - AGC 1995 NQI Achievement
23 I-440, Raleigh Beltway, North Carolina
24 I-65, Alabama Rubblize existing concrete pavement Widen overall roadway Place Permeable Asphalt Treated Base under new lanes Overlay with Superpave FHWA Showcase October 1997
25 Projects As of July projects no projects 1-4 projects 5 + projects 10 + projects
26 Rubblizing Performance All Data PCR 22.4 years PCR y = x R 2 = Age
27 Comparisons Alternatives: Rubblize PCC, overlay with 10 HMA Remove PCC, replace with 12 Fast Track PCC Leveling course, 10 Fast Track PCC
28 Comparisons Alternative Rubblize, 10" HMA 10" unbonded PCC (Fast Track) Remove, replace w/12" Fast Track PCC Est. Cost $17-23/sy $26-36/sy $34-46/sy
29 References
30 Conclusions Rubblization is effective. Prevents reflective cracking. Rubblization can be done rapidly, minimizing delays. Researchers and agencies have concluded that rubblization is technically sound.
OHIO ASPHALT PAVING CONFERENCE
OHIO ASPHALT PAVING CONFERENCE 38 th Annual Conference Wednesday, 2/6/2013 Fawcett Center Campus of The Ohio State University 2400 Olentangy River Road Columbus, Ohio 43210 REHAB STRATEGIES FOR LOCAL
Chapter 7: Pavement Rehabilitation 7-1 Asphalt Pavement Overlays 7-1 Surface Preparation Methods 7-2 Concrete Pavement Preparation 7-3 Recycling
7-1 Asphalt Pavement Overlays 7-1 Surface Preparation Methods 7-2 Concrete Pavement Preparation 7-3 Recycling Asphalt Pavements 7-7 Chapter 7 Pavement Rehabilitation Pavement rehabilitation can be accomplished
Case Studies - Concrete Overlays
Case Studies - Concrete Overlays Lessons Learned - Concrete Overlays Purdue Road School March 6, 2013 Today s Topic 1. Overlays 2. New Full-depth 3. Pervious 4. Roller Compacted 5. Full Depth Patching
Final Report Evaluation of I-Pave Low Volume Road Design Software
Final Report Evaluation of I-Pave Low Volume Road Design Software May 2015 Michael I Darter, William R. Vavrik, Dinesh Ayyala 2015 2014 Applied Research Associates, Inc. 1 Objectives 1. Obtain all documentation
DRAFT MAINTAINING HOUSTON S STREETS REPAIR, REHABILITATION, RECONSTRUCTION. Using the Full Range of Tools for a Challenging Job
MAINTAINING HOUSTON S STREETS REPAIR, REHABILITATION, RECONSTRUCTION Using the Full Range of Tools for a Challenging Job Report To: TTI Committee May 13, 2014 1 Pavement Management - Suggested Treatments
SECTION III-06 Surfacing Page 1 Revised 3/2/10. See the DESIGN GUIDELINES in Section I-06 for requirements for cross slope of the roadway.
Page 1 Revised 3/2/10 See the DESIGN GUIDELINES in Section I-06 for requirements for cross slope of the roadway. For New/Reconstruction projects: The cross slope of the driving lanes range from 1.5% to
CHAPTERS 600 670 PAVEMENT ENGINEERING CHAPTER 600 GENERAL ASPECTS
HIGHWAY DESIGN MANUAL 600-1 May 7, 2012 CHAPTERS 600 670 PAVEMENT ENGINEERING CHAPTER 600 GENERAL ASPECTS Topic 601 - Introduction Pavement engineering involves the determination of the type and thickness
Rehabilitation Strategies for Bonded Concrete Overlays of Asphalt Pavements
University of Pittsburgh Rehabilitation Strategies for Bonded Concrete Overlays of Asphalt Pavements Authors: J. M Vandenbossche S. Sachs August 2013 1. Introduction Bonded concrete overlays of asphalt
Pavement Rehabilitation Using Hot Mix Asphalt. - National Perspective -
Pavement Rehabilitation Using Hot Mix Asphalt - National Perspective - Rehabilitation Process Evaluate Existing Pavement and Conditions Evaluate Options Construct Project Monitor Performance Evaluate Existing
Paving Capitalization Work Categories and Treatments
Statement of ODOT Infrastructure Capitalization Policy Government Accounting Standards Board (GASB) 34 requires public agencies to capitalize infrastructure assets on their financial statements for periods
Decision Matrix for Pavement Preservation. Mike Mamlouk Arizona State University
Decision Matrix for Pavement Preservation Mike Mamlouk Arizona State University Outline 1. Concept of preventive maintenance 2. Effectiveness of treatments 3. Treatment selection 2 Pavement Pavement Preservation
CHAPTER 2 LCCA APPROACHES
2.1 LCCA Basis CHAPTER 2 LCCA APPROACHES When making decisions about pavement design, LCCA: Compares pavement alternatives; and Identifies the best strategy based on current information as well as meeting
Pavement Rehabilitation Selection Rehabilitation Techniques
Pavement Rehabilitation Selection Rehabilitation Techniques Bituminous Pavement Rehabilitation Techniques Overlays Bituminous Concrete Pre-overlay Treatments Mill and Overlay Mill and Inlay Recycling Options
CID STREET INFRASTRUCTURE ASSESSMENT
ABSTRACT An evaluation of the street infrastructure in Foxberry Estates Phase 1, including pavement condition, verification of construction techniques, and subgrade quality. Recommendations and costs for
Joint Rehabilitation. Driving Forces for Concrete Pavement Joint Repairs
Long Life Concrete Pavement Joint Performance Joint Rehabilitation Gary Fick, Trinity Construction Management Services, Inc. Representing the National CP Tech Center Driving Forces for Concrete Pavement
I-66 Pavement Rehabilitation
I-66 Pavement Rehabilitation Fall Asphalt Conference Richmond, VA David Shiells, P.E. Virginia Department of Transportation David White Superior Paving Corporation October 2, 2012 Project Location 2 Goal
LIFE-CYCLE COST COMPARISON FOR MUNICIPAL ROAD PAVEMENTS
LIFE-CYCLE COST COMPARISON FOR MUNICIPAL ROAD PAVEMENTS HEIN, David K., P.Eng. Applied Research Associates, Inc., 5401 Eglinton Avenue West, Suite 105, Toronto, ON, CANA- DA, M9C 5K6. Tel: 416-621-9555
Texas Transportation Institute The Texas A&M University System College Station, Texas 77843-3135
1. Report No. FHWA/TX-06/0-4687-1 2. Government Accession No. 3. Recipient's Catalog No. 4. Title and Subtitle RUBBLIZATION FOR REHABILITATION OF CONCRETE PAVEMENT IN TEXAS: PRELIMINARY GUIDELINES AND
FWD/HWD Void Detection Beneath Concrete Pavements or Overlaid Concrete Pavements. SWIFT 2010 Calgary, AB
FWD/HWD Void Detection Beneath Concrete Pavements or Overlaid Concrete Pavements SWIFT 2010 Calgary, AB Presentation Outline Voids what s the big deal? What causes them? How can we detect them? Oops Development
700 Life-Cycle Cost Analysis... 700-1
Table of Contents 700 Life-Cycle Cost Analysis... 700-1 701 Introduction... 700-1 701.1 Discount Rate... 700-1 702 Initial Construction... 700-1 703 Future Rehabilitation... 700-1 703.1 Introduction...
Pavement Patching Repair for AC and PCC Pavement Surfaces. Vern Thompson www.crafco.com
Pavement Patching Repair for AC and PCC Pavement Surfaces Vern Thompson www.crafco.com Overview and Objective New Methods For Pavement Patching-Overview What are they How they are applied New Methods Secti
Pavement Surface Evaluation and Rating. Manual RATING RATING RATING PASER RATING. Concrete Roads
Pavement Surface Evaluation and Rating PASER Manual Concrete Roads RATING 10 RATING 7 RATING 4 RATING 1 Contents Introduction 2 Rigid pavement performance 2 Pavement conditions and defects 3 Evaluation
Evaluation of Long-Lasting Perpetual Asphalt Pavement Using Life-Cycle Cost Analysis. Arnar Agustsson Sulton Azamov
Evaluation of Long-Lasting Perpetual Asphalt Pavement Using Life-Cycle Cost Analysis Arnar Agustsson Sulton Azamov Contents 1. Perpetual Asphalt Pavement 2. Scope 3. Methodology 4. Performance 5. Alternatives
Guide for Design and Construction of New Jointed Plain Concrete Pavements (JPCPs)
DIVISION OF DESIGN Office of Pavement Design Pavement Design & Analysis Branch Guide for Design and Construction of New Jointed Plain Concrete Pavements (JPCPs) January 9, 2008 i TABLE OF CONTENTS 1.0
Pavement Management Office
Department of Transportation and Public Works Puerto Rico Pavement Management Office PAVEMENT PRESERVATION SEPPP 1 GOALS AND OBJECTIVES PRHTA has been collecting data for more than twenty (20) years with
The AASHO Road Test site (which eventually became part of I-80) at Ottawa, Illinois, was typical of northern climates (see Table 1).
Página 1 de 12 AASHO Road Test The AASHO Road Test, a $27 million (1960 dollars) investment and the largest road experiment of its time, was conceived and sponsored by the American Association of State
RANDOM/GRID BLOCK CRACKING EXTREME SEVERITY. Transverse Cracking- Extreme Severity. Alligator Cracking- High. Severity
RANDOM/GRID BLOCK CRACKING EXTREME SEVERITY Transverse Cracking- Extreme Severity Slab Cracking Class II Regular Joint- High Severity Pattern Cracking-High Severity Alligator Cracking- High Severity Shoulder
Nevada DOT Cold In-Place Recycling Federal Highway Administration National Review Close out meeting, August 25, 2005
Nevada DOT Cold In-Place Recycling Federal Highway Administration National Review Close out meeting, August 25, 2005 Purpose The purpose of this review is to capture for technical deployment the most advanced
Runway 12R-30L Lambert St. Louis International Airport
CASE STUDY Runway 12R-30L Lambert St. Louis International Airport Reconstruction of Runway 12R-30L Lambert St. Louis International Airport Sponsor: City of St. Louis Design: Crawford, Murphy and Tilly
Minimizing Reflective Cracking With Applications of the Rolling Dynamic Deflectometer and Overlay Tester
Minimizing Reflective Cracking With Applications of the Rolling Dynamic Deflectometer and Overlay Tester Dar-Hao Chen, 1 Moon Won, 2 Tom Scullion, 3 and John Bilyeu 4 ABSTRACT Since reflective cracking
Jointed Plain Concrete Pavement (JPCP) Preservation and Rehabilitation Design Guide
CALIFORNIA DEPARTMENT OF TRANSPORTATION DIVISION OF DESIGN Office of Pavement Design Pavement Design & Analysis Branch Jointed Plain Concrete Pavement (JPCP) Preservation and Rehabilitation Design Guide
Expected Service Life and Performance Characteristics of HMA Pavements in LTPP
Expected Service Life and Performance Characteristics of HMA Pavements in LTPP Expected Service Life and Performance Characteristics of HMA Pavements in LTPP Submitted to: Asphalt Pavement Alliance Prepared
Improving Rehabilitation Selection for Pavement Life Cycle Cost Analysis
Improving Rehabilitation Selection for Pavement Life Cycle Cost Analysis ACPA Mid Year Meeting Applying Life Cycle Cost Analysis for Fair Pavement Type Selection Workshop June 24, 2014 Jim Mack, PE, MBA
Pavement Management Program
Pavement Management Program 2013 Street Maintenance Program Executive Summary 1/15/2013 Presented by Mark Thiel Assistant Director Public Works Program Overview Start of current program 2005 812.5 Lane
Pavement Management Program
Pavement Management Program 2014 Street Maintenance Program Executive Summary 01/21/2014 Presented by Mark Thiel Assistant Director of Public Works Program Overview Start of current program 2005 825.1
Cost Considerations of In-Place Recycling as a Pavement Rehabilitation Alternative Brian Diefenderfer, PhD, PE Alex Apeagyei, PhD, PE
Cost Considerations of In-Place Recycling as a Pavement Rehabilitation Alternative Brian Diefenderfer, PhD, PE Alex Apeagyei, PhD, PE A partnership of the Virginia Department of Transportation and the
Airfield Pavement Rehabilitation Planning Choosing the right fix. Rob McLure, M.Eng., P.Eng. Senior Associate Hatch Mott MacDonald
Airfield Pavement Rehabilitation Planning Choosing the right fix Rob McLure, M.Eng., P.Eng. Senior Associate Hatch Mott MacDonald Presentation Objective ¾ Review the pavement rehabilitation strategy development
LIFE-CYCLE COST ANALYSIS PROCEDURES MANUAL
LIFE-CYCLE COST ANALYSIS PROCEDURES MANUAL State of California Department of Transportation Division of Maintenance Pavement Program LCCA Procedures Manual August 213 DISCLAIMER This manual is intended
T2: Reduce overall transport cost by cost effective road rehabilitation and maintenance
PROJECT REPORT PR/INT/277/04 Dynamic Cone Penetrometer tests and analysis Technical Information Note By Colin Jones Sector: Theme: Project Title: Project Reference: Transport T2: Reduce overall transport
LIFE-CYCLE COST ANALYSIS PROCEDURES MANUAL
LIFE-CYCLE COST ANALYSIS PROCEDURES MANUAL Note to the User To use this manual, the reader must have the life-cycle cost analysis software program RealCost, Version 2.2 California Edition. The program
Thin Whitetopping Application at Williamsburg Regional Airport and Other Thin Whitetopping Airport Applications.
Thin Whitetopping Application at Williamsburg Regional Airport and Other Thin Whitetopping Airport Applications. Author: Gary L. Mitchell, P.E. Director Airports, American Concrete Pavement Association
Impacts of Increased Loading Due to Heavy Construction Traffic on Thin Pavements
Impacts of Increased Loading Due to Heavy Construction Traffic on Thin Pavements Author: Harry Sturm, P. Eng. Stantec Consulting Ltd. 16-77 Mississauga Road Mississauga, ON L5N 7G2 Phone: (95) 817-296
APPENDIX B. I. Background Information
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
Pavement Management Systems
Pavement Management Systems Presented by Bill Weiss, P.E. Applied Pavement Technology, Inc. (APTech) At the 2015 Municipal Streets Seminar Ames, Iowa Why Pavement Management??? Pavements are expensive
KENTUCKY TRANSPORTATION CABINET POLICY FOR FEDERALLY FUNDED PAVEMENT REHABILITATION AND PREVENTATIVE MAINTENANCE PROJECTS
KENTUCKY TRANSPORTATION CABINET POLICY FOR FEDERALLY FUNDED PAVEMENT REHABILITATION AND PREVENTATIVE MAINTENANCE PROJECTS I. GENERAL The following policy shall apply when the intent of the project is to
Concrete Pavement Rehabilitation
Concrete Pavement Rehabilitation Rehabilitating Concrete Pavements using CPR 3 Restoration Resurfacing Reconstruction By Tim Smith Director Transportation & Public Works Cement Association of Canada, April
La Nueva AASHTO Guia de Diseno de Pavimentos Hormigon
La Nueva AASHTO Guia de Diseno de Pavimentos Hormigon Michael I. Darter Emeritus Prof. Civil Engineering, University of Illinois & Applied Research Associates, Inc. USA October 2012 Cordoba, Argentina
Section 300 Base Courses
Table of Contents 1. Importance of Base Courses... 300-1 2. Types of Bases... 300-3 A. Cement Treated Permeable Base Course... 300-3 B. Bituminous Concrete Base Courses... 300-6 C. Superpave Asphalt HMA
High-Speed Nondestructive Testing and Intelligent Construction Systems
High-Speed Nondestructive Testing and Intelligent Construction Systems 1st International Conference on Transportation Construction Management February 9-11, 9 2008 Orlando, Florida Ted Ferragut, P.E. NDT
40-9 PERMEABLE INTERLOCKING CONCRETE PAVEMENT
40-9 PERMEABLE INTERLOCKING CONCRETE PAVEMENT 40-9.01 GENERAL 40-9.01A Summary Section 40-9 includes specifications for furnishing and installing concrete pavers for permeable interlocking concrete pavement
Session 7: Retrofitted Edge Drains 7.1
Session 7: Retrofitted Edge Drains 7.1 Learning Outcomes 1. List benefits of drainage 2. List components of edge drain systems 3. Describe recommended installation procedures 4. Identify typical construction
C. Section 014510 TESTING LABORATORY SERVICE.
SECTION 014500 QUALITY CONTROL PART 1 GENERAL 1.01 RELATED REQUIREMENTS A. Drawings and General Provisions of Contract, including General and Special Conditions and other Division 1 Specification Sections,
Eric Ross Federal Highway Administration Proposed Office of Performance Management
Life-Cycle Cost Analysis a Decision Making Tool Eric Ross Federal Highway Administration Proposed Office of Performance Management FHWA Tools Team Evaluation and Economic Investment Team development and
Local Road Assessment and Improvement Drainage Manual
Local Road Assessment and Improvement Drainage Manual Donald Walker, T.I.C. Director, author Lynn Entine, Entine & Associates, editor Susan Kummer, Artifax, design Transportation Information Center University
Standards for Specifying Construction Of Airports
Standards for Specifying Construction Of Airports FAA Standard Materials in FAARFIELD Thickness Design Presented to: X ALACPA Seminar on Airport Pavements and VIII FAA Workshop By: David R. Brill. P.E.,
Reflectex TM Reflective Concrete Interlayer Geotextile INSTALLATION GUIDELINES
Reflectex TM Reflective Concrete Interlayer Geotextile INSTALLATION GUIDELINES Page 1 Table of Contents WHAT IS REFLECTEX TM?... 2 STORAGE AND HANDLING... 3 SITE PREPARATION... 3 PREPARATION OF EXISTING
Reinforcement HUESKER. HaTelit. Engineering with geosynthetics
HUESKER Engineering with geosynthetics rhuesker HUESKER HUESKER HUESKER HUESKER HUESKERr SKER HUESKER HUESKER Asphalt HUESKER HUESKER HUESKERHUES Reinforcement - the answer to reflective cracking in asphalt
SPECIAL NOTE FOR ASPHALT WATERPROOFING MIX FOR BRIDGE-DECK OVERLAYS AND ADJACENT APPROACHES
SPECIAL NOTE FOR ASPHALT WATERPROOFING MIX FOR BRIDGE-DECK OVERLAYS AND ADJACENT APPROACHES 1. DESCRIPTION. Asphalt Waterproofing Mix (AWM) is a highly elastomeric, polymermodified, impermeable asphalt
TAC Primer Pavement Asset Design and Management
Transportation Association of Canada TAC Primer Pavement Asset Design and Management Introduction Transportation infrastructure plays an important role in the social and economic development of a country,
Advancements in GPR for a Sustainable Tomorrow
Advancements in GPR for a Sustainable Tomorrow Shawn Lapain, BSc. E., EIT Pavement Specialist Applied Research Associates Inc. 5401 Eglinton Avenue West, Suite 105, Toronto, ON, Canada, M9C 5K6 Tel: 416-621-9555,
CHAPTER 2 PAVEMENT MANAGEMENT SYSTEM
CHAPTER 2 PAVEMENT MANAGEMENT SYSTEM 2.1. INTRODUCTION TO PAVEMENT MANAGEMENT The ability of a pavement system to serve a society is largely a function of planning. Planning is the intersection between
Portland Cement Concrete Pavement Best Practices Summary Report
Portland Cement Concrete Pavement Best Practices Summary Report WA-RD 744.1 Stephen T. Muench August 2010 Office of Research & Library Services WSDOT Research Report Research Report Agreement T2695, Task
Concrete Pavement Rehabilitation Techniques and Canadian Based Case Studies
Concrete Pavement Rehabilitation Techniques and Canadian Based Case Studies Rico Fung, P.Eng., LEED AP, Director, Markets & Technical Affairs Tim Smith, P.Eng., Director, Transportation & Public Works
LIFE CYCLE COST ANALYSIS OF PORTLAND CEMENT CONCRETE PAVEMENTS. William James Wilde, Steve Waalkes, and Rob Harrison
Technical Report Documentation Page 1. Report No. FHWA/TX-00/0-1739-1 2. Government Accession No. 3. Recipient s Catalog No. 4. Title and Subtitle LIFE CYCLE COST ANALYSIS OF PORTLAND CEMENT CONCRETE PAVEMENTS
STATE OF CALIFORNIA DEPARTMENT of TRANSPORTATION
STATE OF CALIFORNIA DEPARTMENT of TRANSPORTATION DIVISION OF ENGINEERING SERVICES MATERIALS ENGINEERING AND TESTING SERVICES OFFICE OF RIGID PAVEMENT AND STRUCTURAL CONCRETE 59 Folsom Boulevard Sacramento,
Porous Pavement Alternatives Cost Analysis
Porous Pavement Alternatives Cost Analysis Prepared by Century West Engineering for Metro This cost analysis compares the construction costs of six different types of pavement for three different scenarios.
Ohio Department of Transportation Division of Production Management Office of Geotechnical Engineering. Geotechnical Bulletin PLAN SUBGRADES
Ohio Department of Transportation Division of Production Management Office of Geotechnical Engineering Geotechnical Bulletin GB 1 PLAN SUBGRADES Geotechnical Bulletin GB1 was jointly developed by the Offices
CITY COUNCIL AGENDA ITEM CITY OF SHORELINE, WASHINGTON
Council Meeting Date: August 11, 2014 Agenda Item: 7(c) CITY COUNCIL AGENDA ITEM CITY OF SHORELINE, WASHINGTON AGENDA TITLE: Motion Authorizing the City Manager to Execute a Contract with Transmap Corporation
RoadMatrix V3.1 has incorporated many engineering enhancements including the following:
What s New in V3.1? RoadMatrix V3.1 has incorporated many engineering enhancements including the following: 1. Extended Programming Period The analysis programming period has increased from 10 to 100 years.
Preservation and Rehabilitation of Urban Concrete Pavements Using CONCRETE OVERLAYS. Thin. Solutions for Joint Deterioration in Cold Weather States
Preservation and Rehabilitation of Urban Concrete Pavements Using CONCRETE OVERLAYS Thin Solutions for Joint Deterioration in Cold Weather States September 2014 On the Cover Close-up of severe joint deterioration
DISTRESS IDENTIFICATION MANUAL. for the Long-Term Pavement Performance Program
DISTRESS IDENTIFICATION MANUAL for the Long-Term Pavement Performance Program PUBLICATION NO. FHWA-RD-03-031 JUNE 2003 In 1987, the Strategic Highway Research Program began the largest and most comprehensive
Construction Specifications for Keyhole Pavement Coring and Reinstatement
F I N A L Construction Specifications for Keyhole Pavement Coring and Reinstatement Gas Technology Institute 1700 S. Mount Prospect Rd. Des Plaines, Illinois 60018 www.gastechnology.org Version 13 October
Catch Basin Rehabilitation Road Commission for Oakland County, Michigan
Date: Location: September 14, 2011, 9:45a.m. start East side of street in front of 4656 Maura Lane, West Bloomfield Participants: Oakland County Michelle Belanger, Rick Hall, Matt Mountain, Gary Flounory,
Crack Sealing & Filling. Crack Sealing Why, Where, & How. 5 Benefits of Crack Sealing. Crack Sealing - Overview. Repair Many Types of Cracks
Crack Sealing Why, Where, & How Dennis Roberts Remac Asphalt Maintenance, Inc. Freeman, Virginia www.remacus.com 434-634-2111 Crack Sealing & Filling Crack repair treatments are an important part of all
PROJECT COST ESTIMATE ASSUMPTIONS AND EXCLUSIONS
C PROJECT ESTIMATE ASSUMPTIONS AND EXCLUSIONS In support of the alternatives development process, preliminary cost estimates were prepared for each of the three Candidate Build Alternatives. The cost estimates
Fly Ash Slurry Injection (FASI) of Bituminous Thermal Cracks
Fly Ash Slurry Injection (FASI) of Bituminous Thermal Cracks Schedule What is Fly Ash Slurry Injection (FASI) Thermal Cracks and Why They Depress Pavement Rehab Strategies Special Provisions Upcoming Projects
September 1, 2003 CONCRETE MANUAL 5-694.900 CONCRETE PAVEMENT REHABILITATION 5-694.900
September 1, 2003 CONCRETE MANUAL 5-694.900 5-694.901 GENERAL CONCRETE PAVEMENT REHABILITATION 5-694.900 Concrete Pavement Rehabilitation is an extremely valuable tool of the Minnesota Department of Transportation
REGIONAL TRANSPORTATION COMMISSION OF WASHOE COUNTY
REGIONAL TRANSPORTATION COMMISSION OF WASHOE COUNTY FLEXIBLE PAVEMENT DESIGN MANUAL February 2007 PREPARED BY: SIERRA TRANSPORTATION ENGINEERS, INC 1005 TERMINAL WAY, SUITE 125 RENO, NV 89502 EXECUTIVE
COMPREHENSIVE PAVEMENT DESIGN MANUAL
COMPREHENSIVE PAVEMENT DESIGN MANUAL Chapter 9 - Subsurface Pavement Drainage (Limited Revisions) Revision 1 July 2, 2002 Pages Changes CHANGES TO CHAPTER 9 Contents List of Figures and Tables included.
RMS Guide for design of concrete pavements in areas of settlement. Version 1.0. Roads and Maritime Services www.rms.nsw.gov.au
Guide for design of concrete pavements in areas of settlement Version 1.0 RMS Guide for design of concrete pavements in areas of settlement Version 1.0 Roads and Maritime Services www.rms.nsw.gov.au Title:
USE OF HIGHLY POLYMER MODIFIED HMA (HiMA) Ohio Asphalt Paving Conference Columbus, Ohio February 4, 2015 Bob Kluttz, Kraton Polymers
USE OF HIGHLY POLYMER MODIFIED HMA (HiMA) Ohio Asphalt Paving Conference Columbus, Ohio February 4, 2015 Bob Kluttz, Kraton Polymers Outline Introduction SBS and Highly Modified Asphalt Material Properties
Modern Techniques for Concrete Pavement Design
Modern Techniques for Concrete Pavement Design Robert Rodden, P.E. Director of Technical Services & Product Development American Concrete Pavement Association km of Paved Roadway by Country 5.000.000 4.500.000
CONCRETE FLOOR SLAB & CASTING BED CONSTRUCTION
CONCRETE FLOOR SLAB & CASTING BED CONSTRUCTION General 7 www.meadowburke.com 877-518-7665 MB1109 CONCRETE FLOOR SLAB AND CASTING BED CONSTRUCTION Quality Construction Begins at Ground Level Everything
SECTION 32 14 13.19 PERMEABLE INTERLOCKING CONCRETE PAVEMENT (1995 MasterFormat Section 02795)
SECTION 32 14 13.19 PERMEABLE INTERLOCKING CONCRETE PAVEMENT (1995 MasterFormat Section 02795) Note: This guide specification for U.S. applications describes construction of permeable interlocking concrete
Asphalt Pavement Association Of Michigan Selecting the Right Mix. 2937 Atrium Drive, Suite 202 Okemos, MI 48864 517-323-7800 www.apa-mi.
2937 Atrium Drive, Suite 202 Okemos, MI 48864 517-323-7800 www.apa-mi.org History Performance Graded Binders MDOT Local Agency Guide NAPA Guide Outline Other Considerations For each there are: Right
Permeable Paving System with StormAbsorb Technology
Permeable Paving System with StormAbsorb Technology The water management solution. ideal for LEED projects 2 a better way to solve water management issues Increasingly, water management is an important
Prestressed Pavement Rehabilitation
Prestressed Pavement Rehabilitation FINAL REPORT June 23, 2009 By Shelley M. Stoffels, Andrea J. Schokker, Hao Yin, Vishal Singh, Lin Yeh and Maria Lopez de Murphy The Thomas D. Larson Pennsylvania Transportation
NOTES TO THE PERFORMANCE BASED SPECIFICATION FOR HOTMIX ASPHALT WEARING COURSE SURFACING
TNZ P/23 NOTES: 2005 FOR HOTMIX ASPHALT WEARING COURSE SURFACING 1. BACKGROUND 1.1 Specification Use The specification is to be used where the Engineer requires a dense graded, open graded (permeable)
Using Accelerated Pavement Testing to Evaluate Permeable Interlocking Concrete Pavement Performance
Using Accelerated Pavement Testing to Evaluate Permeable Interlocking Concrete Pavement Performance Rongzong Wu, David Jones, Hui Li and John Harvey University of California Pavement Research Center Prepared
How To Manage The County Of Simcoe'S Infrastructure
Asset Management Plan Asset Management Plan Table of Contents 1.0 Executive Summary... 2 2.0 Introduction... 4 3.0 State of County of Simcoe s Infrastructure... 7 4.0 Levels of Service... 14 5.0 Asset
Section 11.5 TESTING AND CORRECTING ASPHALT PAVEMENT SURFACE DEFICIENCIES
Section 11.5 TESTING AND CORRECTING ASPHALT PAVEMENT SURFACE DEFICIENCIES 11.5.1 Purpose To provide a uniform procedure for determining that the last structural layer meets the applicable straightedge
