Pavement Management Implementation: Success Stories for Maryland Counties
|
|
|
- Ann Spencer
- 10 years ago
- Views:
Transcription
1 Pavement Management Implementation: Success Stories for Maryland Counties September 25, 2015 Aaron D. Gerber, P.E.
2 How Does Your Organization Manage Pavement Assets?
3 By Experience/Past Practice?
4 By Customer Complaint?
5 Do You Know What You Own?
6 Do You Know the Network Condition?
7 What Defines a Good vs. a Bad Road?
8 Do You Know the Current Network Budget Need?
9 Can You Reasonably Predict the Future Network Condition and Budgetary Needs?
10 Right Treatment Right Place Right Time In Determining Projects, Do You Apply the 3R s?
11 In Determining Paving Projects, Are You Proactive or Reactive?
12 Why Implement Pavement Management? Identify the Long-Term Consequences of Today s Funding Decisions Show the Best Use of Limited Tax Dollars for Maintaining County Road Infrastructure
13 Why Implement Pavement Management? Preserve Today That Which Will Cost More to Rehabilitate Tomorrow Maximize User Benefit and Level of Service
14 Condition Cost of Delaying Pavement Repairs 100 Excellent Monitor Preservation $26,500/mile Good Preservation Minor Rehab $155,000/mile Fair Minor Rehabilitation Major Rehab $264,000/mile Poor Major Rehabilitation Rebuild $500,000/mile Very Poor 0 Reconstruction Age in Years 25
15 Types of Management Methods Worst First Sort the Network from worst condition to best condition, and start picking off the top of the list Prioritization Develop a weighting scheme to take into consideration additional elements into treatment selection. Create a list and start picking from the highest weighted road to the lowest Optimization Achieve an objective (maximize condition) given a set of constraints (budgets) to make best/optimal use of funds
16 Power of Pavement Preservation Comparisons of Optimization vs. Worst First Analysis Results Scenario: $10 Million/Year for 10 Years Data Source: Carroll County Metric 1: Average Network Condition (PCI) Metric 2: % of Network Treated Metric 3: Backlog Cost of Untreated Network
17 Average Network Condition (PCI) 6 Point Drop in PCI by Year 10
18 User Benefit % of Network Treated Total Network Length = 903 Miles Optimized 10 Year Treated Length = 704 Miles Worst First 10 Year Treated Length = 325 Miles
19 Backlog Cost of Untreated Network Diff in Backlog Cost in Year 10 = $54 Million
20 Maryland Counties Who Can Answer These Questions Effectively
21 Carroll County
22 Background County has implemented Pavement Management since mid-90 s Utilized a simplified Pavement Management System (PMS) to track pavement condition and repair costs Limited Functionality No Predictive Modeling No Budget Analysis Capability Not Customizable to County needs
23 Background In 2011, County acquired state-of-the-art PMS software and consulting services through competitive bid Provides budget optimization capabilities and pavement performance prediction Provides vastly improved decision making capabilities within the department
24 Inventory Management County Maintains a Pavement Inventory Database Network Mileage: Approx. 903 Centerline Miles of Paved Roads Many Attributes are stored: Road Name Geometric Info: Length, Width, etc. Commissioner District Maintenance District Subdivision
25 Pavement Condition Surveys Windshield Survey County Has Performed Pavement Condition Surveys Since the mid-90 s Improved Processes adopted in 2012 Collecting Pavement Surface Distresses on Each Road in the Network Distress Severity (How Bad) Distress Extent (How Much) Structural Distresses Cracking, Rutting, Patches/Potholes Functional Distresses Cracking, Raveling, Weathering
26 Pavement Condition Index Pavement Condition Index (PCI) Calculated from Distresses 0 to 100 Scale 100 = Perfect/New Condition = Satisfactory Condition Range 0 = Not Passable Used for Performance Modeling Used for Repair Decision Making Used for Reporting Network Condition
27 Preservation Treatments Micro-Surfacing Ultra-Thin Overlay (Subdivision Streets) Rehabilitation Thin Overlays: Mill & Fill, Patching & Overlay (< 2 ) Thick Overlays: Deep Patching & Thick Overlays (>2 ) Reconstruction Full Depth Reclamation Remove & Replace
28 Decision Trees
29 Pavement Performance Concept
30 Pavement Structure Review Distressed Pavement Section
31 Pavement Structure Review Treatment: Rehab-Thin
32 Pavement Structure Review Treatment: Rehab-Thick
33 Pavement Structure Review Treatment: Removal and Replacement / FDR
34 Treatment Performance Relationship
35 2014 Network Statistics Total Network Length = 903 Miles Rehab (Major) 6% Reconstruction 0.2% Average Network PCI = 76.5 Approx. Network Cost Backlog = $60 Million $/Mile = $67,000/mi Rehab (Minor) 21% Preservation 20% Monitor 53%
36 Multi-Constraint Optimization Analysis
37 CONDITION Performance Model Benefit Concept Decision Tree Threshold Line Original Performance Model Defined in Network Master By Model Category Age or Traffic
38 CONDITION Performance Model Benefit Concept Functional Rehab Model Thin Overlay Treatment Benefit = Area Under Curve (Yellow Area) Decision Tree Threshold Line Original Performance Model Defined in Network Master Age or Traffic
39 CONDITION Performance Model Benefit Concept Structural Rehab Model Thick Overlay Treatment Benefit = Area Under Curve (Green Area) Decision Tree Threshold Line Original Performance Model Defined in Network Master Age or Traffic
40 CONDITION Performance Model Benefit Concept Thin Overlay = Less Benefit Area But Less Cost Thick Overlay = More Benefit Area But More Cost Decision Original Tree Performance Threshold Line Model Original Threshold Performance Line Model Defined in Network Master Age or Traffic
41 Optimization Goals Obtain the Best Set of Projects The projects meet a set of constraints Maximizes or minimizes an Objective (maximize condition, minimize budget, etc.) The desired OUTPUT of the analysis is a WORKPLAN, that is: Which sections to fix (WHERE) Using which treatments (WHAT) In which year (WHEN)
42 Performance Monitoring Process DPW Goal Maintain Network Average PCI between 71 and 85 (Satisfactory Level) Run Various Optimization Analyses to Test Funding Needs to Meet Goal Compare to CIP Budgeting Scenario to determine Funding Needs Determine the Best Funding Scenario to Minimize Backlog Cost while Maintaining PCI Goal
43 Performance Monitoring Process Specific Requests from Budget Office What happens to the network if we cut your budget in half? What happens to the network if we give you additional $2 Million? How much money would you need to achieve a PCI of 80 during the CIP period?
44 Budget Comparisons Network Condition Satisfactory Condition PCI Goal Range 71 to 85
45 Budget Comparisons Network Cost Backlog Cut Budget $10 Million/Year and Incur Additional $171 Million Backlog Cut Budget $5 Million/Year and Incur Additional $84 Million Backlog
46 Backlog Mileage - $15 Million/Year Budget Most Expensive Treatments Minimal Mileage
47 Backlog Mileage - $10 Million/Year Budget Most Expensive Treatments Half of Mileage
48 Backlog Mileage - $5 Million/Year Budget Most Expensive Treatments Majority of Mileage
49 Carroll County Summary Making good treatment choices Using the 3Rs Justifying and maintaining appropriate funding levels Educating public officials on processes Staff dedicated to the success of the program
50 Wicomico County
51 Background In the past, the County utilized a spreadsheet to track inventory and construction history of pavement network This didn t provide forecasting capability or budget analysis In 2013, County acquired software and consulting services through bridge contracting
52 Pavement Condition Surveys Windshield Survey Performed Pavement Condition Surveys in 2014 Collecting Pavement Surface Distresses on Each Road in the Network Distress Severity (How Bad) Distress Extent (How Much) Structural Distresses Cracking, Rutting, Patches/Potholes Functional Distresses Cracking, Raveling, Weathering
53 Preservation Treatments Micro-Surfacing Slurry Seals Chip Seals Cape Seals Rehabilitation Thin Overlays: Mill & Fill, Patching & Overlay (< 2 ) Thick Overlays: Deep Patching & Thick Overlays (>2 ) Reconstruction FDR/CIR
54 Decision Trees
55 Performance Models
56 Total Network Length = 623 Miles 2014 Network Statistics Rehab (Major) 7% Reconstruction 1% Average Network PCI = 72.3 Approx. Network Cost Backlog = $44 Million $/Mile = $71,000/mi Rehab (Minor) 21% Monitor 16% Preservation 58%
57 Performance Monitoring Process Compare various Budget Scenario Results Plot PCI for analysis period Identify Backlog Cost and Length Determine Budget Requests Based on Results
58 Integration with Local Towns and Cities Inventory includes towns and cities within County limits 8 Towns and Cities included Allows for collaboration with other local agencies Provides agencies with ability to take advantage of powerful analytics Reduces local government costs for implementation Potential for cost sharing
59 Wicomico County Summary Just getting started in the process Now has understanding of network condition and budgetary needs Ready to move to the next stage of development of the program Integrating towns and cities into the County processes a plus
60 Frederick County
61 Background County has implemented Pavement Management since mid-90 s Utilized a simplified Pavement Management System (PMS) to track pavement condition and repair costs In 2011, County acquired software and consulting services through bridge contracting
62 Inventory Management County Maintains a Pavement Inventory Database Network Mileage: Approx. 1,208 Centerline Miles of Paved Roads (Asphalt + Tar & Chip) Many Attributes are stored: Geometric Info: Length, Width, Shoulders, etc. Jurisdiction, Functional Classification, AADT Maintenance District, Subdivisions Culverts, Guardrails
63 Pavement Condition Surveys Windshield Survey Performed Pavement Condition Surveys Since the mid-90 s Improved Processes adopted in 2012 Collecting Pavement Surface Distresses on Each Road in the Network Distress Severity (How Bad) Distress Extent (How Much) Structural Distresses Cracking, Rutting, Patches/Potholes Functional Distresses Cracking, Raveling, Weathering
64 Pavement Condition Index Pavement Condition Index (PCI) Calculated from Distresses 0 to 100 Scale 100 = Perfect/New Condition 70 = Threshold for Deficient 0 = Not Passable Used for Performance Modeling Used for Repair Decision Making Used for Reporting Network Condition
65 Preservation Treatments Micro-Surfacing Slurry Seals Chip Seals Rehabilitation Thin Overlays: Mill & Fill, Patching & Overlay (< 2 ) Thick Overlays: Deep Patching & Thick Overlays (>2 ) Reconstruction Full Depth Reclamation Remove & Replace
66 Parking Facilities Management Integration of parking lots owned and maintained by the County into PMP Includes condition assessment of each site Specific treatment configurations Specific decision trees and models Analysis and Reporting for facility managers based facility maintenance budgets
67 Decision Trees
68 Performance Models
69 Total Network Length = 1,208 Miles Network Statistics Rehab (Major) 7% Reconstruction 1% Average Network PCI = 76.4 Approx. Network Cost Backlog = $80 Million $/Mile = $66,000/mi Rehab (Minor) 17% Preservation 36% Monitor 39%
70 Performance Monitoring Process CIP Budgeting Scenario to determine Funding Needs Bond Funds vs. Cash Funds Plot PCI condition over CIP Budget Period Asphalt and Tar & Chip are Separate Identify Backlog Cost related to CIP Budget DPW Goal Maintain 85% of Network above 70 PCI Determine Adjustments to Budget Requests Based on Results
71 Network Condition by Pavement Type
72 Network Cost Backlog Asphalt Network
73 Network Cost Backlog Tar & Chip Network
74 Performance Goal Monitoring
75 Performance Goal Monitoring
76 Frederick County Summary Making good treatment choices Using the 3Rs Justifying and maintaining appropriate funding levels Staff dedicated to the success of the program at all levels Taking advantage of software flexibility with parking facilities integration
77 How Did These Counties Succeed Where Many Fail?
78 By Adopting Powerful Software Solutions Pavement Management can be a Complex Process Maintain quality software to Ease the Burden Use the Software to Identify Budgetary Needs and Make Objective Decisions Fund the Network Properly to Save Money in the Long Run Choose the Treatment 3R approach Integrate Other Assets into the PMS Software to Manage Broader Infrastructure Funding Needs
79 By Adopting Sound Engineering Processes PMS Software is only part of the Process It is a tool to manage DPW s policies and practices Comprehensive Pavement Management Program: Field Testing Pavement Design Quality Contract Documents and Administration Quality Construction Specifications Thorough Construction Inspection Continuous Pavement Health Monitoring
80 Now We re Waiting on the Rest of You!
81 Thank You! Aaron D. Gerber, P.E.
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
Transportation Infrastructure Asset Management
2015 NW Region TTAP& BIA Symposium Transportation Infrastructure Asset Management March, 2015 Happy Longfellow, PE [email protected] (206) 394-3649 ASSET MANAGEMENT OVERVIEW What? Why? How? Inventory
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 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
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
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
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
How To Improve Road Quality
A Customer Service Level Approach for Maine DOT s Asset Management System Jeffrey L. Zavitski, B.A. Senior Implementation Specialist Deighton Associates Limited Chip Getchell, P.E. Director, Work Plan
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
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
Cornell Asset Management Program - Roads & Streets (CAMP-RS) 2014
Cornell Asset Management Program - Roads & Streets (CAMP-RS) 2014 Distributed by: Cornell Local Roads Program CLRP No. 14-01 Table of Contents 1 - Introduction to Cornell Asset Management Roads & Streets
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
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
Road Asset Management
Road Asset Management Raja Shekharan, Ph.D., P.E. Virginia Department of Transportation National Workshop on Modern Trends in Pavement Engineering IISc, Bangalore July 15, 2011 Transportation Asset Management
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
Asset Management for MAP-21. Gary Lasham, P.E. Jonathan Pollack
Asset Management for MAP-21 Gary Lasham, P.E. Jonathan Pollack Replaced Intermodal Surface Transportation Efficiency Act (ISTEA) MAP-21 is transforming the policy and programmatic framework for investments
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:
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.
DEVELOPMENT OF A NATIONAL ROAD ASSET MANAGEMENT SYSTEM FOR THE KINGDOM OF SAUDI ARABIA. Hazim M Abdulwahid Abdullah Al Kahtani Mustafa Abdulaziz
DEVELOPMENT OF A NATIONAL ROAD ASSET MANAGEMENT SYSTEM FOR THE KINGDOM OF SAUDI ARABIA Hazim M Abdulwahid Abdullah Al Kahtani Mustafa Abdulaziz Contents Introduction Methodology Pavement Management System
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
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
TAMS 2.1 User s Manual. Utah LTAP Center. Contact: Utah LTAP 4111 Old Main Hill Logan, UT. 84322-4111 800-822-8878 www.utahltap.
TAMS 2.1 User s Manual Utah LTAP Center Contact: Utah LTAP 4111 Old Main Hill Logan, UT. 84322-4111 800-822-8878 www.utahltap.org Table of Contents Introduction 1 Initializing the program... 1 Data Needed
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
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...
Managing the Risk of Aging Pavement Infrastructure in New Brunswick Through Innovative Decision Making
Managing the Risk of Aging Pavement Infrastructure in New Brunswick Through Innovative Decision Making Jay Cunningham, MSc.Eng., P.Eng. New Brunswick Department of Transportation John MacNaughton, BSc.
Implementing Pavement Management Systems, Do's and Don ts at the Local Agency Level
Implementing Pavement Management Systems, Do's and Don ts at the Local Agency Level Roger E. Smith, P.E., Ph.D. Zachry Department of Civil Engineering Texas A&M University 1 Do Understand Basic Pavement
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
MODULE 3. Upon completion of this module the participants will be able to:
MODULE 3 PAVEMENT MANAGEMENT SYSTEMS OVERVIEW 2.1 Module Objective This module describes the basic components of a Pavement Management System, as well as provides some historical perspective on the evolution
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
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
Transportation Asset Management Program 2009 Federal Aid PASER Road Survey. August 2009
Transportation Asset Management Program 2009 Federal Aid PASER Road Survey August 2009 WEST MICHIGAN SHORELINE REGIONAL DEVELOPMENT COMMISSION (WMSRDC) The WMSRDC is a regional council of governments representing
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
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...
IMPLEMENTING PAVEMENT MANAGEMENT SYSTEMS FOR LOCAL AGENCIES
IMPLEMENTING PAVEMENT MANAGEMENT SYSTEMS FOR LOCAL AGENCIES IMPLEMENTATION GUIDE Prepared By Angela Wolters, P.E. Katie Zimmerman, P.E. Dr. Kerrie Schattler, Ph. D. Ashley Rietgraf A synthesis of ICT R27
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
For Asset Management
For Asset Management By: Larry Weiss SDLTAP It Begins with Accurate Inventory Inventory of existing system: The Local Roads Needs Study conducted in Aug/Sept of 08 indicated by it s results and from LTAP
Presented via Video Recording at IHEEP Conference June 2014
Presented via Video Recording at IHEEP Conference June 2014 Scott D. Zainhofsky, PE (ND) Planning/Asset Management Engineer North Dakota Department of Transportation Planning/Asset Management Division
Benefit Cost Models to Support Pavement Management Decisions
Benefit Cost Models to Support Pavement Management Decisions Eddie Y. Chou Shuo Wang University of Toledo for the Ohio Department of Transportation Office of Research and Development and the U.S. Department
The World s Most Advanced Infrastructure Asset Management Software
The World s Most Advanced Infrastructure Asset Management Software Solutions for Cities and Counties The Leading Global Provider of Integrated Infrastructure Asset Management Software Solutions Advanced
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
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
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
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
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
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
STATE HIGHWAY ASSET MANAGEMENT MANUAL
STATE HIGHWAY ASSET MANAGEMENT MANUAL Manual Number: SM020 Effective From: October 1996 Re-issued: August 2000 Transit New Zealand PO Box 5084 WELLINGTON Telephone (04) 499 6600 Facsimile (04) 499 6666
Pavement Management Program
Pavement Management Program ALACPA Short Course on Pavements Maintenance Course Objective Pavement Management Program Benefits of a Pavement Management System Components of a Pavement Management System
Township of Enniskillen. Asset Management Plan
Township of Enniskillen Asset Management Plan 2014 1 TABLE OF CONTENTS Page A. Introduction 3 B. State of Local Infrastructure 4 C. Desired Levels of Service 7 D. Asset Management Strategy 8 E. Financing
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
Successful performance management serves as
ORGANIZATIONAL SUPPORT FOR PERFORMANCE MANAGEMENT C A R L O S B R A C E R A S The author is Executive Director, Utah Department of Transportation, Salt Lake City; Chair, Project Panel on the U.S. Domestic
Life Cycle Cost Analysis (LCCA)
v01-19-11 Life Cycle Cost Analysis (LCCA) Introduction The SHRP2 R-23 Guidelines provide a number of possible alternative designs using either rigid of flexible pavements. There is usually not a single
Marketing Bridge Preservation UTAH Perspective
Marketing Bridge Preservation UTAH Perspective Southeast Bridge Preservation Conference Orlando, Florida April 2010 David Eixenberger, SE, MBA Utah Branch Manager T.Y. Lin International Special Thanks
Asset Management Plan Final Report
AssetManagementPlan FinalReport DillonConsultingLimited 10FifthStreetSouth Chatham,ONN7M4V4 T:519-352-7802 F:519-354-2050 May,2014 www.dillon.ca EXECUTIVE SUMMARY Public infrastructure is central to our
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
Pavement Maintenance Management Katie Zimmerman, P.E. Applied Pavement Technology, Inc. (APTech)
Pavement Maintenance Management Katie Zimmerman, P.E. Applied Pavement Technology, Inc. (APTech) Presentation Approach Definitions Importance System Components Use of Technology Wrap-Up How Would You Describe
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
Chapter 4 ASSET INVENTORY AND CONDITION CHAPTER 4 ASSET INVENTORY AND CONDITION PAGE 33
Chapter 4 ASSET INVENTORY AND CONDITION CHAPTER 4 ASSET INVENTORY AND CONDITION PAGE 33 This page intentionally left blank. PAGE 34 MINNESOTA GO MNDOT TRANSPORTATION ASSET MANAGEMENT PLAN ASSET INVENTORY
The City of Owen Sound Asset Management Plan
The City of Owen Sound Asset Management Plan December 013 Adopted by Council March 4, 014 TABLE OF CONTENTS 1 EXECUTIVE SUMMARY... 1 INTRODUCTION....1 Vision.... What is Asset Management?....3 Link to
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
Stone Arch Bridges of Washington County, MD
Stone Arch Bridges of Washington County, MD Presentation for the County Engineers Association of Maryland (CEAM) 2009 Spring Conference May 14, 2009 Scott Hobbs, P.E. Capital Projects Engineering John
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
Cost-Effective Pavement Preservation Solutions for the Real World
Cost-Effective Pavement Preservation Solutions for the Real World W. James Wilde, Principal Investigator Center for Transportation Research and Implementation Minnesota State University, Mankato September
INTERNAL AUDIT REPORT REVIEW OF PHYSICAL FACILITIES MAINTENANCE AND REPAIRS
INTERNAL AUDIT REPORT REVIEW OF PHYSICAL FACILITIES MAINTENANCE AND REPAIRS FAIRFAX COUNTY, VIRGINIA INTERNAL AUDIT OFFICE M E M O R A N D U M TO: Anthony H. Griffin DATE: March 22, 2001 County Executive
Asset Management Plan for Pavements PREPARED BY: MECOSTA COUNTY ROAD COMMISSION
Asset Management Plan for Pavements PREPARED BY: MECOSTA COUNTY ROAD COMMISSION 2015 Table of Contents 1 Current Assets... 4 1.1 Asset Inventory... 4 1.2 Componentized Asset Inventory... 7 1.3 Current
A Pavement Management System for County Roads
A Pavement Management System for County Roads By Michael D. Anderson and Jeffery P. Wilson Department of Civil and Environmental Engineering The University of Alabama in Huntsville Huntsville, Alabama
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
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
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
TRANSPORTATION ASSET MANAGEMENT The Strategic Direction of Georgia Department of Transportation
2011 TRANSPORTATION ASSET MANAGEMENT The Strategic Direction of Georgia Department of Transportation Division of Organizational Performance Management 1 TABLE OF CONTENTS I II III IV EXECUTIVE SUMMARY.3
Sub-Saharan Africa Transport Policy Program (SSATP) Output- and Performance-based Road Contracts (OPRC)
Sub-Saharan Africa Transport Policy Program (SSATP) Work in Progress and New Developments in RMF Output- and Performance-based Road Contracts (OPRC) (Based on presentations by Schliessler/Gericke WB) Olav
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
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
Texas Transportation Institute The Texas A&M University System College Station, Texas 77843-3135
1. Report No. FHWA/TX-11/0-6586-1 2. Government Accession No. 3. Recipient's Catalog No. 4. Title and Subtitle REVIEW OF BEST PRACTICES FOR THE SELECTION OF REHAB AND PREVENTIVE MAINTENANCE PROJECTS: TECHNICAL
The State of Michigan Transportation Asset Management Council 2005 PASER Survey Of Genesee County
The State of Michigan Transportation Asset Management Council 2005 PASER Survey Of Genesee County Prepared by the Genesee County Metropolitan Planning Commission Staff The State of Michigan Transportation
Guide to the Texas A&M Transportation Institute Mobile Retroreflectometer Certification Program
Guide to the Texas A&M Transportation Institute Mobile Retroreflectometer Certification Program Program Conducted by Texas A&M Transportation Institute In Cooperation with the Texas Department of Transportation
Active Asset Management in State DOTs
Active Asset Management in State DOTs Stuart Hudson, P.E. Charles Pilson, PhD, and Eric Perrone AgileAssets Inc. Prepared for : 9 th National Conference on Transportation Asset Management San Diego, CA
Appendix D:When to Pave a Gravel Road
Appendix D:When to Pave a Gravel Road D1 Appendix D: When to Pave a Gravel * Road by Kentucky Transportation Center, University of Kentucky at Lexington,KY Contents A Word About the Term Paved Introduction
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
Presentation to NYSAMPO, June 2015 Steve Wilcox, P.E., Director, Maintenance Program Planning Bureau NYSDOT
Presentation to NYSAMPO, June 2015 Steve Wilcox, P.E., Director, Maintenance Program Planning Bureau NYSDOT Comprehensive Asset Management Planning What Is Your Asset Management Organization? What Do You
