COST COMPARISON OF CRCP TO FULL DEPTH HMA CASE STUDY ON LCC - WICHITA FALLS

Size: px
Start display at page:

Download "COST COMPARISON OF CRCP TO FULL DEPTH HMA CASE STUDY ON LCC - WICHITA FALLS"

Transcription

1 COST COMPARISON OF CRCP TO FULL DEPTH HMA CASE STUDY ON LCC - WICHITA FALLS

2 LIFE CYCLE COST ANALYSIS (LCCA) US 287 / US 81 MONTAGUE COUNTY LCCA WITH 20/20 HINDSIGHT

3 TABLE OF CONTENTS 1 2 Comparison of Continuously Reinforced Concrete Pavement (CRCP) to Full Depth Hot Mix Asphalt (HMA) US 287 / US81 Montague County Maps Wichita Falls District Leadership 6 4 Continuously Reinforced Concrete Pavement Overview Hot Mix Asphalt Overview Life Cycle Cost Analysis Other Factors to Consider

4 US 281 / US 81 MAP 4

5 THE PROJECT LIMITS AND PAVEMENT TYPES HMA CRCP 5

6 SPECIAL THANKS FOR 43 YEARS OF DATA COLLECTION SS{ Larry Tegtmeyer, P.E. District Engineer Wichita Falls Allan Moore, P.E. Director of Construction Wichita Falls 6

7 WICHITA FALLS CCRP SECTION HISTORY US 81 from Bowie UPRR overpass to Wise county was completed in 1972 with a pavement section of 8 continuously reinforced concrete pavement over a 4 asphalt stabilized based over a 4 compacted foundation course. Maintenance over the next 40 years consisted of full depth repairs and surface texture to improve skid resistance. 7

8 WICHITA FALLS CCRP PHOTO 8

9 WICHITA FALLS CCRP PHOTO 9

10 WICHITA FALLS HMA SECTION HISTORY In approximately 1976 TxDOT experienced drastic funding shortfalls, leading to staff reductions and reduced lettings. Completion of the Bowie expressway corridor was a high priority for the District, but economics forced the payment system to be reconsidered. Subsequently, US 287 from FM 174 to US 81 was completed in 1978 with a pavement section of 1.5 HMA over a one course surface treatment, over 11 flexible base, over 6 compacted subgrade. The plans note future construction of an additional 3 HMA. The section has been overlaid, seal coated, and crack sealed periodically since initial construction. 10

11 US 287 NORTHBOUND DRIVING LANE APPROX STATION

12 WICHITA FALLS HMA PHOTO 12

13 WICHITA FALLS HMA PHOTO 13

14 KEYS TO LIFE CYCLE COST ANALYSIS Initial construction methods, materials, & oversight Maintenance costs over lifetime of pavement Traffic and loading Climate (weather conditions) Costs were available using actual unit costs and estimates using an HMAC price trend developed from actual costs found for adjacent projects Inflation factor (present value) 14

15 US 287/US81 LIFE CYCLE COST WITH NO INFLATION ADJ 15

16 US 287/US 81 LIFE CYCLE COSTS WITH NO INFLATION ADJ LIFE CYCLE COST 16

17 IMPORTANCE OF USING INDUSTRY COST INDEX CPI = Consumer Price Index ENR = Engineering News Record (Dallas) price index UDOT = Utah Department of Transportation construction composite cost index 17

18 US 287/US81 LIFE CYCLE COST WITH COST INDEX 18

19 US 287/US 81 LIFE CYCLE COST WITH COST INDEX LIFE CYCLE COST 19

20 OTHER FACTORS BESIDES LIFE CYCLE COSTS LCCA provides critical information to the overall decision-making process, but not always the final answer. Other factors to consider: Risks Political concerns (such as available budgets, noise levels, and traffic delays) Environmental concerns (such as supply of materials, safety, recycling, and emissions) 20

21 OTHER FACTORS QUICK REVIEW HMA (BLACK) Hot Mix Asphalt is seen as cost effective, smooth, quiet, safe, perpetual, versatile, environmentally friendly, and requires less traffic delays. The United States has more than 2 million miles of paved roads and highways, and 94% of those are surfaced with asphalt. 21

22 OTHER FACTORS QUICK REVIEW HMA (BLACK) The Asphalt Pavement Alliance s HMA Life-Cycle Costs Fact Sheet Reduces costs for initial construction. Requires less maintenance over the life of the pavement. When maintenance is needed, HMA offers the widest variety of alternatives geared to solve the precise problems on the roadway. Can be overlaid to add structural capacity to account for increased traffic loading. Properly designed and constructed HMA pavements will last 50 years or more with occasional resurfacing, relieving road agencies of the need for costly, time-consuming and disruptive reconstruction. HMA can be recycled (milled and replaced along with fresh materials), saving dollars and preserving nonrenewable natural resources 22

23 OTHER FACTORS QUICK REVIEW - CRCP (WHITE) The Massachusetts Institute of Technology s Concrete Sustainability Hub released a report regarding lifecycle assessment (LCA) of concrete pavements. Among the findings; over 50 years, the mean real price of concrete decreases by 20% and the mean real price of asphalt increases by 95%. Ready Mix Concrete Association of Ontario (RMCAO) studies show that concrete and hot-mix asphalt performed similarly up to 2,000 trucks a day. 23

Chapter 7: Pavement Rehabilitation 7-1 Asphalt Pavement Overlays 7-1 Surface Preparation Methods 7-2 Concrete Pavement Preparation 7-3 Recycling

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

More information

2011 NACE Conference by. Ken Skorseth SDLTAP Program Manager

2011 NACE Conference by. Ken Skorseth SDLTAP Program Manager 2011 NACE Conference by Ken Skorseth SDLTAP Program Manager Paving or constructing asphalt surface treatments when asphalt prices were low. May not have been justified based on traffic, but it bought political

More information

CHAPTER 2 LCCA APPROACHES

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

More information

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 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

More information

CHAPTERS 600 670 PAVEMENT ENGINEERING CHAPTER 600 GENERAL ASPECTS

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

More information

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 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

More information

Pavement Management Office

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

More information

Benefits of Preventative Maintenance Pavement Sealers

Benefits of Preventative Maintenance Pavement Sealers Pavement Coatings Technology Council WWW.PAVEMENTCOUNCIL.ORG Benefits of Preventative Maintenance Pavement Sealers Introduction Pavement Sealers have been used successfully for around 60 years. Recently,

More information

DRAFT MAINTAINING HOUSTON S STREETS REPAIR, REHABILITATION, RECONSTRUCTION. Using the Full Range of Tools for a Challenging Job

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

More information

700 Life-Cycle Cost Analysis... 700-1

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...

More information

Summary of FHWA In-Place Recycling Activities

Summary of FHWA In-Place Recycling Activities Summary of FHWA In-Place Recycling Activities 2014 International and 7 th Western States In- Place Recycling Conference Lee Gallivan FHWA Asphalt Materials Engineer Office of Asset Management, Pavement,

More information

Case Studies - Concrete Overlays

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

More information

Fly Ash Slurry Injection (FASI) of Bituminous Thermal Cracks

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

More information

SELECTING REHABILITATION STRATEGIES FOR FLEXIBLE PAVEMENTS IN TEXAS. Andrew J. Wimsatt, Ph.D., P.E. Fort Worth District Pavement Engineer

SELECTING REHABILITATION STRATEGIES FOR FLEXIBLE PAVEMENTS IN TEXAS. Andrew J. Wimsatt, Ph.D., P.E. Fort Worth District Pavement Engineer SELECTING REHABILITATION STRATEGIES FOR FLEXIBLE PAVEMENTS IN TEXAS Andrew J. Wimsatt, Ph.D., P.E. Fort Worth District Pavement Engineer Texas Department of Transportation P.O. Box 6868 Fort Worth, TX

More information

COST EFFECTIVE ROAD MAINTENANCE MARCH 2015

COST EFFECTIVE ROAD MAINTENANCE MARCH 2015 COST EFFECTIVE ROAD MAINTENANCE MARCH 2015 According to the University of New Hampshire technology transfer Center the goal of a Road Surface Management Plan should be the following: Maximize Return on

More information

Date: 10/10/2014 Initiated by: AAS-100

Date: 10/10/2014 Initiated by: AAS-100 U.S. Department of Transportation Federal Aviation Administration Advisory Circular Subject: Airport Pavement Management Program (PMP) Date: 10/10/2014 Initiated by: AAS-100 AC No: 150/5380-7B Change:

More information

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.

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

More information

LIFE-CYCLE COST ANALYSIS PROCEDURES MANUAL

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

More information

Transportation Infrastructure Asset Management

Transportation Infrastructure Asset Management 2015 NW Region TTAP& BIA Symposium Transportation Infrastructure Asset Management March, 2015 Happy Longfellow, PE hlongfellow@parametrix.com (206) 394-3649 ASSET MANAGEMENT OVERVIEW What? Why? How? Inventory

More information

CONCRETE REPAIR GUIDELINES. Concrete repairs can be broken down into four basic types, plus special repairs and planing.

CONCRETE REPAIR GUIDELINES. Concrete repairs can be broken down into four basic types, plus special repairs and planing. CONCRETE REPAIR GUIDELINES Concrete repairs can be broken down into four basic types, plus special repairs and planing. Note: It is recommended that investigation into soundness of pavement be performed

More information

LIFE-CYCLE COST ANALYSIS PROCEDURES MANUAL

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

More information

How Pavement Preservation is Incorporated Into our Asset Management Program A City Perspective

How Pavement Preservation is Incorporated Into our Asset Management Program A City Perspective How Pavement Preservation is Incorporated Into our Asset Management Program A City Perspective Morgan Jones City of Markham PPRA Fall Meeting October, 2015 Overview Background on Markham s Pavement Management

More information

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 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

More information

Roadway Cost Per Centerline Mile Revised June 2014

Roadway Cost Per Centerline Mile Revised June 2014 Rural Arterial From LRE MOT * Mobilization * Subtotal Total PE Design (15%) CEI (15%) Total Project ** New (2-Lane Roadway) with 5' Paved Shoulders $3,351,896 $335,190 $368,709 $4,055,794 $1,013,949 $5,069,743

More information

Pavement Management Implementation: Success Stories for Maryland Counties

Pavement Management Implementation: Success Stories for Maryland Counties Pavement Management Implementation: Success Stories for Maryland Counties September 25, 2015 Aaron D. Gerber, P.E. How Does Your Organization Manage Pavement Assets? By Experience/Past Practice? By Customer

More information

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. 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

More information

Texas Transportation Institute The Texas A&M University System College Station, Texas 77843-3135

Texas Transportation Institute The Texas A&M University System College Station, Texas 77843-3135 1. Report No. FHWA/TX-05/0-4498-P4 4. Title and Subtitle DRAFT WARRANTY IMPLEMENTATION PLAN 2. Government Accession No. 3. Recipient's Catalog No. Technical Report Documentation Page 5. Report Date January

More information

2014/2015 PAVING PROJECT MILLING AND PATCHING BID DOCUMENTS JASPER COUNTY, GEORGIA

2014/2015 PAVING PROJECT MILLING AND PATCHING BID DOCUMENTS JASPER COUNTY, GEORGIA 2014/2015 PAVING PROJECT MILLING AND PATCHING BID DOCUMENTS JASPER COUNTY, GEORGIA Issued on January 7, 2015 1 ADVERTISEMENT FOR BIDS 2014/2015 ROADWAY PATCHING PROJECT JASPER COUNTY, GEORGIA Separate,

More information

Pace s plant had minimal problems producing warm-mix asphalt for the paving project.

Pace s plant had minimal problems producing warm-mix asphalt for the paving project. Pace s plant had minimal problems producing warm-mix asphalt for the paving project. 22 Hot Mix Asphalt Technology SEPTEMBER/OCTOBER 2006 By Chuck MacDonald Tractor-trailer trucks crawled along an open

More information

SUPPLEMENTAL SPECIFICATIONS CROSS SLOPE VERIFICATION:

SUPPLEMENTAL SPECIFICATIONS CROSS SLOPE VERIFICATION: September 22, 2009 Updated November 16, 2009 SUPPLEMENTAL SPECIFICATIONS CROSS SLOPE VERIFICATION: 1. DESCRIPTION: The cross slopes of the roadway are to be constructed as detailed in the plans and within

More information

High-Speed Nondestructive Testing and Intelligent Construction Systems

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

More information

Construction of Quality Hot Mix Asphalt Pavements

Construction of Quality Hot Mix Asphalt Pavements 59 th Annual Asphalt Paving Conference Outline Best Practices for Pavement Construction Placement Best Practices Surface Prep Project planning Understanding the paver Factors affecting the screed Screed

More information

OHIO ASPHALT PAVING CONFERENCE

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

More information

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 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

More information

NOTES TO THE PERFORMANCE BASED SPECIFICATION FOR HOTMIX ASPHALT WEARING COURSE SURFACING

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)

More information

Truck Lane Restriction Expansion

Truck Lane Restriction Expansion Truck Lane Restriction Expansion Dallas City Council Transportation and Environment Committee August 25, 2009 North Central Texas Council of Governments Transportation Department 1 Truck Lane Restrictions

More information

LIFE-CYCLE COST COMPARISON FOR MUNICIPAL ROAD PAVEMENTS

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

More information

Local Pavement Asset Management Plan for the Village of Decatur

Local Pavement Asset Management Plan for the Village of Decatur 2014 Local Pavement Asset Management Plan for the Village of Decatur 4/14/14 Table of Contents Summary of Assets and Goals of the Plan 3 Community Finances...4 Managing Lifecycles of Pavement Assets.7

More information

September 1, 2003 CONCRETE MANUAL 5-694.900 CONCRETE PAVEMENT REHABILITATION 5-694.900

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

More information

Final Report Evaluation of I-Pave Low Volume Road Design Software

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

More information

Effect of Pavement Type on Fuel Consumption and Emissions in City Driving. Dr. Siamak A. Ardekani, Ph.D., P.E. Ms. Palinee Sumitsawan

Effect of Pavement Type on Fuel Consumption and Emissions in City Driving. Dr. Siamak A. Ardekani, Ph.D., P.E. Ms. Palinee Sumitsawan Effect of Pavement Type on Fuel Consumption and Emissions in City Driving Dr. Siamak A. Ardekani, Ph.D., P.E. Ms. Palinee Sumitsawan Effect of Pavement Type on Fuel Consumption and Emissions in City Driving

More information

Life Cycle Cost Analysis

Life Cycle Cost Analysis Ronald Collins Pavement Technology a Division of Astec, Inc. LCCA is an analysis technique that builds on the well founded principles of economic analysis to evaluate the over-the-long-term economic efficiency

More information

The AASHO Road Test site (which eventually became part of I-80) at Ottawa, Illinois, was typical of northern climates (see Table 1).

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

More information

Highway 23 Paynesville Richmond Soils Borings, Soils Tests, and Reporting

Highway 23 Paynesville Richmond Soils Borings, Soils Tests, and Reporting Highway 23 Paynesville Richmond Soils Borings, Soils Tests, and Reporting MnDOT Contract No. 1003249 General Project Overview This work is located along Trunk Highway (TH) 23, for State Project (SP) 7305-124.

More information

SUMMARY: LAND TRANSPORT ASSET MANAGEMENT PLAN

SUMMARY: LAND TRANSPORT ASSET MANAGEMENT PLAN SUMMARY: LAND TRANSPORT ASSET MANAGEMENT PLAN Introduction This Asset Management Plan (AMP) for Land Transport Network 2012 describes in detail how the District s land transport network will be managed

More information

Eric Ross Federal Highway Administration Proposed Office of Performance Management

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

More information

Pavement Surface Evaluation and Rating. Manual RATING RATING RATING PASER RATING. Concrete Roads

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

More information

The Development of Practical Asset Management System for an Urban Expressway Network

The Development of Practical Asset Management System for an Urban Expressway Network The Development of Practical Asset Management System for an Urban Expressway Network Motohiko Nishibayashi, Hanshin Expressway Company Limited 1. Introduction Hanshin Expressway is an urban expressway

More information

Catch Basin Rehabilitation Road Commission for Oakland County, Michigan

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,

More information

Decision Matrix for Pavement Preservation. Mike Mamlouk Arizona State University

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

More information

USE OF A DIGITAL SURVEY VEHICLE FOR PAVEMENT CONDITION SURVEYS AT AIRPORTS. Paul W. Wilke, P.E. Applied Research Associates, Inc.

USE OF A DIGITAL SURVEY VEHICLE FOR PAVEMENT CONDITION SURVEYS AT AIRPORTS. Paul W. Wilke, P.E. Applied Research Associates, Inc. USE OF A DIGITAL SURVEY VEHICLE FOR PAVEMENT CONDITION SURVEYS AT AIRPORTS Paul W. Wilke, P.E. Applied Research Associates, Inc. August 11, 2014 Words: 3,280 Figures: 3 Tables: 0 Photographs: 3 ABSTRACT

More information

WARM MIX ASPHALT AND RECYCLED MATERIALS

WARM MIX ASPHALT AND RECYCLED MATERIALS KENTUCKY RIDES ON US Asphalt. WARM MIX ASPHALT AND RECYCLED MATERIALS A publication dedicated to asphalt pavements and the environment. www.paiky.org ASPHALT. EARTH FRIENDLY Overview Asphalt is the preferred

More information

APPENDIX B WARRANTY PERFORMANCE INDICATOR TABLES FOR VARIOUS END PRODUCTS

APPENDIX B WARRANTY PERFORMANCE INDICATOR TABLES FOR VARIOUS END PRODUCTS B-1 APPENDIX B WARRANTY PERFORMANCE INDICATOR TABLES FOR VARIOUS END PRODUCTS B-2 TABLE B1 Performance indicators for HMAC pavement (continued on next page) B-3 TABLE B1 (Continued) (continued on next

More information

Asphaltic Wedge Paving

Asphaltic Wedge Paving OFFICIAL NOTICE ADVERTISEMENT FOR BIDS Notice is hereby given by the Town of Oregon, Dane County, Wisconsin, will receive sealed bids for Road Construction as listed in this request until 4:00 P.M., Local

More information

Montana Department of Transportation Research Programs June 2015 EXPERIMENTAL PROJECTS PROGRAM

Montana Department of Transportation Research Programs June 2015 EXPERIMENTAL PROJECTS PROGRAM Montana Department of Transportation Research Programs June 2015 EXPERIMENTAL PROJECTS PROGRAM EVALUATION OF VARIOUS BITUMINOUS CONCRETE PAVEMENT SURFACE TREATMENTS Location: Project Name: Project Numbers:

More information

TRANSPORTATION Carson Howell, Analyst

TRANSPORTATION Carson Howell, Analyst State of Utah FY 2008 Budget Recommendations Carson Howell, Analyst AGENCY BUDGET OVERVIEW Mission: Build and maintain the State s transportation system, plan and implement new highway projects, improve

More information

Paving Capitalization Work Categories and Treatments

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

More information

ROAD CONSTRUCTION. Pavement Base Reinforcement Subgrade Stabilization

ROAD CONSTRUCTION. Pavement Base Reinforcement Subgrade Stabilization ROAD CONSTRUCTION Pavement Base Reinforcement Subgrade Stabilization TM Road Construction applications have specific needs and objectives. No one understands that better than Road construction applications

More information

APPENDIX B. I. Background Information

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

More information

COMPARISON OF FUEL CONSUMPTION ON RIGID VERSUS FLEXIBLE PAVEMENTS ALONG I-95 IN FLORIDA

COMPARISON OF FUEL CONSUMPTION ON RIGID VERSUS FLEXIBLE PAVEMENTS ALONG I-95 IN FLORIDA COMPARISON OF FUEL CONSUMPTION ON RIGID VERSUS FLEXIBLE PAVEMENTS ALONG I-95 IN FLORIDA Michael Bienvenu, PhD, PE Professor of Practice in Concrete Pavement Sustainability Department of Civil and Environmental

More information

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 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

More information

State Study 173--Evaluation Of Preventive. Maintenance Treatments

State Study 173--Evaluation Of Preventive. Maintenance Treatments State Study 173--Evaluation Of Preventive Maintenance Treatments Randall L. Battey, P.E. Assistant Chief Engineer Operations Mississippi Department of Transportation September 2009 (Updated April 2012)

More information

CONSTRUCTION AND PERFORMANCE OF ULTRATHIN ASPHALT FRICTION COURSE

CONSTRUCTION AND PERFORMANCE OF ULTRATHIN ASPHALT FRICTION COURSE NCAT Report No. 97-5 CONSTRUCTION AND PERFORMANCE OF ULTRATHIN ASPHALT FRICTION COURSE by Prithvi S. Kandhal Larry Lockett September 1997 CONSTRUCTION AND PERFORMANCE OF ULTRATHIN ASPHALT FRICTION COURSE

More information

Pavement Rehabilitation Using Hot Mix Asphalt. - National Perspective -

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

More information

WASHINGTON STATE TRANSPORTATION BY THE NUMBERS:

WASHINGTON STATE TRANSPORTATION BY THE NUMBERS: WASHINGTON STATE TRANSPORTATION BY THE NUMBERS: Meeting the State s Need for Safe and Efficient Mobility MARCH 2014 202-466-6706 www.tripnet.org Founded in 1971, TRIP of Washington, DC, is a nonprofit

More information

THEME 4 PROBLEM STATEMENTS

THEME 4 PROBLEM STATEMENTS THEME 4 PROBLEM STATEMENTS Theme 4 New Tools, Methodologies, and Technology The problem statements in theme 4 are related to needs for research and development leading to new tools, methods, and technology

More information

Rehabilitation by cracking and seating of concrete pavement optimized by FWD analysis

Rehabilitation by cracking and seating of concrete pavement optimized by FWD analysis Rehabilitation by cracking and seating of concrete pavement optimized by FWD analysis H. C. Korsgaard & J. P. Pedersen Carl Bro Pavement Consultants, Kokbjerg 5, DK6000 Kolding M. Rasmussen Copenhagen

More information

Reinforcement HUESKER. HaTelit. Engineering with geosynthetics

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

More information

ASPHALT PAVEMENT RECYCLING

ASPHALT PAVEMENT RECYCLING HOT IN-PLACE RECYCLING THE ENERGY SAVING METHOD ASPHALT PAVEMENT RECYCLING Hot In-Place alt ec cl n The Energy Saving Method! HIGHWAY REHAB CORP Highway Rehab Corp 2258 Route 22 Brewster, NY 10509 Tel

More information

Reflectex TM Reflective Concrete Interlayer Geotextile INSTALLATION GUIDELINES

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

More information

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 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

More information

Assessment Procedures for Paved and Gravel Roads. Indiana Local Technical Assistance Program

Assessment Procedures for Paved and Gravel Roads. Indiana Local Technical Assistance Program Assessment Procedures for Paved and Gravel Roads April 15, 2013 SP-28-2013 Indiana Local Technical Assistance Program Purdue University School of Civil Engineering Indiana Local Technical Assistance Program

More information

CAPITAL PREVENTIVE MAINTENANCE

CAPITAL PREVENTIVE MAINTENANCE CAPITAL PREVENTIVE MAINTENANCE 2003 EDITION April 8, 2010 CONSTRUCTION AND TECHNOLOGY DIVISION Attention Manual Holders This manual is to remain with the assigned user. If the user relocates within the

More information

TRANSPORTATION: ROAD CONSTRUCTION WARRANTIES. William E. Hamilton, Senior Fiscal Analyst

TRANSPORTATION: ROAD CONSTRUCTION WARRANTIES. William E. Hamilton, Senior Fiscal Analyst fiscal forum March 2001 A Legislative Briefing Mitchell E. Bean, Director P. O. Box 30014, Lansing, MI 48909-7514 517-373-8080! FAX 517-373-5874! www.house.state.mi.us/hfa TRANSPORTATION: ROAD CONSTRUCTION

More information

Traffic volumes adopted for pavement designs are based on the parameters contained in Section 7 of this report.

Traffic volumes adopted for pavement designs are based on the parameters contained in Section 7 of this report. 11. Pavements 11.1 Pavement design Preliminary pavement designs have been developed for the highway travel lanes (through carriageways), the inner and outer shoulders, on and off ramps and service roads.

More information

Thoughts on Warm Mix Asphalt production (..among other things!)

Thoughts on Warm Mix Asphalt production (..among other things!) Thoughts on Warm Mix Asphalt production (..among other things!) Even K. Sund Senior Principal Engineer Roads and Traffic Department, Road Directorate Contents of presentation Brief status for road maintenance

More information

Acknowledgments. Technical assistance and printing provided by Division of Business, Facilities and Asset Management, Reprographics Unit.

Acknowledgments. Technical assistance and printing provided by Division of Business, Facilities and Asset Management, Reprographics Unit. Acknowledgments This report is prepared by the California Department of Transportation, Division of Maintenance, Pavement Program, Office of Planning and Programming and Office of Pavement Management and

More information

Concrete Pavement Rehabilitation Techniques and Canadian Based Case Studies

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

More information

SECTION 4Aggegate Subbase

SECTION 4Aggegate Subbase The contractor shall moist-cure the completed Lime Treated Subbase for a minimum of days before allowing any traffic on the compacted surface. The contractor shall be responsible for repairing any damages

More information

Section 11.5 TESTING AND CORRECTING ASPHALT PAVEMENT SURFACE DEFICIENCIES

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

More information

Track Research Sponsors

Track Research Sponsors Preservation Update Track Research Sponsors Washington Montana Oregon Idaho Wyoming Nevada Utah Colorado California New Mexico Arizona Pre-2012, 2012, 2015 North Dakota South Dakota Nebraska Kansas Oklahoma

More information

DESCRIPTION OF WORK:

DESCRIPTION OF WORK: DEPARTMENT OF PUBLIC WORKS COUNTY OF HENRICO P.O. BOX 27032 RICHMOND, VIRGINIA 23273 PERMIT NO. One (1) copy of application and four (4) copies of plans are hereby made to the Director of Public Works

More information

ASPHALT & CONCRETE SPECIFICATIONS

ASPHALT & CONCRETE SPECIFICATIONS ASPHALT REPAIR & RESURFACE GENERAL PARAMETERS The intent of these specifications is to provide detailed specifications for contractors to fallow for parking lot repairs. The property manager or construction

More information

The Roads to Recovery. Facts About Transportation Funding and Spending

The Roads to Recovery. Facts About Transportation Funding and Spending The Roads to Recovery Facts About Transportation Funding and Spending How Pima County spends transportation money (F.Y. 2014-15 Transportation Budget) 1 Debt Service (1997 bonds): $19.1 million In 1997,

More information

Managing Infrastructure Network Performance for Increased Sustainability using Dynamic Life Cycle Assessment Models

Managing Infrastructure Network Performance for Increased Sustainability using Dynamic Life Cycle Assessment Models Managing Infrastructure Network Performance for Increased Sustainability using Dynamic Life Cycle Assessment Models Michael D. Lepech Stanford University PEER Workshop on Transportation Networks M. Lepech

More information

Pavement Management Systems

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

More information

Assessment of a Hot-in-Place Recycling Process

Assessment of a Hot-in-Place Recycling Process Tamkang Journal of Science and Engineering, Vol. 4, No. 4, pp. 265-276 (21) 265 Assessment of a Hot-in-Place Recycling Process Dar-Hao Chen and John Bilyeu Department of Transportation Material and Pavements

More information

CHAPTER 2 PAVEMENT MANAGEMENT SYSTEM

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

More information

2014 Surface Transportation Program Island Sub-region RTPO Technical Advisory Committee Recommendations. Amount Requested

2014 Surface Transportation Program Island Sub-region RTPO Technical Advisory Committee Recommendations. Amount Requested 2014 Surface Transportation Program Island Sub-region RTPO Technical Advisory Committee Recommendations Name Overlay s Applicant Amount Requested Recommended Funding Amount Coupeville, Langley $411,661

More information

asphalt applications Construction and surfacing of footways and cycleways using asphalt mpa asphalt Asphalt Information Service

asphalt applications Construction and surfacing of footways and cycleways using asphalt mpa asphalt Asphalt Information Service asphalt applications 11 Construction and surfacing of footways and cycleways using asphalt Asphalt Information Service mpa asphalt November 2009 Mineral Products Association Introduction The main use of

More information

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 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

More information

I-66 Pavement Rehabilitation

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

More information

Pavement Management System Overview

Pavement Management System Overview TABLE OF CONTENTS The Home Screen... 3 The Gutter... 4 Icons... 4 Quick Links... 5 Miscellaneous... 6 PMS Menus... 7 Setup Menu... 7 Construction Setup... 7 1. Material Codes... 8 2. Standard Sections...

More information

CITY OF NEW ORLEANS. Repaving the Gateway to the French Quarter: Implementing the Downtown Infrastructure Improvement Project

CITY OF NEW ORLEANS. Repaving the Gateway to the French Quarter: Implementing the Downtown Infrastructure Improvement Project CITY OF NEW ORLEANS Repaving the Gateway to the French Quarter: Implementing the Downtown Infrastructure Improvement Project 8/7/2014 Agenda Background Project Scope Lessons Learned Discussion 2 Superdome

More information

PAVEMENT MANAGEMENT SYSTEM

PAVEMENT MANAGEMENT SYSTEM PAVEMENT MANAGEMENT SYSTEM 2002 UPDATE prepared by by Willdan Serving Public Agencies PAVEMENT MANAGEMENT SYSTEM CITY OF CALABASAS 2002 UPDATE TABLE OF CONTENTS PART 1 Page GLOSSARY OF TERMS 1 INTRODUCTION

More information

Facilities Development Manual Chapter 19 Plans, Specifications and Estimates Section 5 Estimates

Facilities Development Manual Chapter 19 Plans, Specifications and Estimates Section 5 Estimates Facilities Development Manual Chapter 19 Plans, Specifications and Estimates Section 5 Estimates Wisconsin Department of Transportation FDM 19-5-1 General April 16, 2015 Section 5 of Chapter 19 is intended

More information

Recovering from the 2010 Nashville Flood

Recovering from the 2010 Nashville Flood Recovering from the 2010 Nashville Flood Pavement Management as a Tool in Long Term Disaster Recovery Donald Reid, Metro Nashville Public Works Jacob Walter, Applied Research Associates What Happened?

More information

Reformulated Pavement Remaining Service Life Framework

Reformulated Pavement Remaining Service Life Framework Reformulated Pavement Remaining Service Life Framework Publication No. FHWA-HRT-13-038 november 2013 Research, Development, and Technology Turner-Fairbank Highway Research Center 6300 Georgetown Pike McLean,

More information

RANDOM/GRID BLOCK CRACKING EXTREME SEVERITY. Transverse Cracking- Extreme Severity. Alligator Cracking- High. Severity

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

More information