Puerto Rico Transportation Asset Management Plan
|
|
- Meagan Pearson
- 5 years ago
- Views:
Transcription
1 Puerto Rico Transportation Asset Management Plan PR-TAMP April 12, 2018
2 April 12, 2018 The Project Team Gordon Proctor Shobna Varma Jose Carro, P.E. Zaida Rico, P.E., Ph.D. www. cmapr.com 2
3 Plan Requirements Due April 30, 2018 Plan must include how PRTHA Will meet Federal pavement and bridge targets Show the adoption of good asset management practices and show Sustain highway conditions in the future 3
4 PRHTA s Unique Challenges Maria Insolvency Backlog of investment needs Few documented asset management processes 4
5 Requirements, Consequence Must complete a certifiable TAMP Must set targets Must eventually achieve targets of: <10% poor NHS bridge < 5% poor Interstate pavements Set and achieve a National Highway System pavement target If no TAMP, Federal participation falls to 65% If targets not eventually met: PRHTA loses some flexibility and must increase spending for pavements and/or bridges 5
6 Puerto Rico Network Summary Road Type Length (Mi) PRHTA Managed Concession Managed Total Lane Miles % of Total Lane Mi Length (Mi) Lane Miles % of Total Lane Mi Length (Mi) Lane Miles % of Total Lane Mi Interstate , % % , % NHS , % % , % Non-NHS 4, , % % 4, , % Total 4, , % % 4, , % 6
7 Pavement Surface Type Pavement Surface Type 100% 90% 80% 70% 60% 50% 40% 30% 20% 10% 0% 0.1% 0.5% 0.0% 7.9% 13.6% 37.3% 92.0% 99.5% 86.4% 62.7% INT NHS OTHER TOTAL OTHER CONCRETE ASPHALT 7
8 Pavement Measures and Criteria 8
9 Pavement Condition Summary Lane Miles per Condition Percentage of System System Good Fair Poor Not Measured Total Good Fair Poor Not Measured Total INT , % 73.3% 16.2% 0.0% 100.0% NHS , , % 73.1% 5.6% 20.0% 100.0% OTHER 2.5 1, , , % 20.0% 0.5% 79.5% 100.0% Total , , , % 34.5% 3.0% 60.6% 100.0% 9
10 Key Challenges Investment strategies for Interstate, NHS pavements Pavements in poor condition Seriously underfunded before Maria Require substantial investment to meet Federal target Interstate Pavement % Poor 5.0% 16.2% TARGET 2016 CONDITION 10
11 Pavement Evaluation INT Asphalt Rutt Rutt Concrete Fault Fault <.2 <.3 <=.4 >.4 <.2 <.3 <=.4 >.4 <.1 <=.15 >.15 <.05 <=.15 >.15 IRI G F1 F2 P IRI G F1 F2 P IRI G F1 P IRI G F1 P <95 G G G G <110 F F F F <130 F F F F <=170 F F F F >170 P P P P Crack G G G G Crack P P P P Crack G G G Crack P P P <5 <5 <5 <5 >20 >20 >20 >20 <5 <5 <5 >15 >15 >15 NHS Asphalt Rutt Rutt Concrete Fault Fault <.2 <.3 <=.4 >.4 <.2 <.3 <=.4 >.4 <.1 <=.15 >.15 IRI G F1 F2 P IRI G F1 F2 P IRI G F1 P IRI G F1 P <95 G G G G <110 F F F F <130 F F F F <=170 F F F F >170 P P P P Crack G G G G Crack P P P P Crack G G G Crack P P P <5 <5 <5 <5 >20 >20 >20 >20 <5 <5 <5 >15 >15 >15 11
12 Recommendations for Measured Segments Strategy Interstate NHS Non-NHS Total Lane Miles % Lane Miles % Lane Miles % Lane Miles Preservation % % % 1, % Rehabilitation % % % % Replacement % % % % Total % 1, % % 2, % % 12
13 Recommendations for the Interstate System Evaluate quality of concrete pavements for future projects, as most poor lane miles are in concrete pavements. Monitor asphalt pavements, so they don t degrade to poor. Evaluate projects to improve its pavement, especially to correct roughness and cracking. Evaluate projects to improve roughness at all roads, especially at PR-2, PR-52, and PR-53, which had the more amount of poor IRI lane miles among Interstates. Evaluate projects to improve rutting or faulting at all roads, especially at PR-3, PR-53, and PR-26, which are the interstate highways in fair condition with more amount of lane miles with this type of defect. 13
14 Bridges System NHS Non-NHS Total Manager Amount % Amount % Amount % PRHTA % 1, % 2, % Metropistas % 0 0.0% % Autopistas de Puerto Rico 1 0.0% 0 0.0% % Total % 1, % 2, % 14
15 PRHTA Managed Bridges PRHTA managed bridges have a total of area of 2.16 million square meters. A 35% of the bridges are part of the NHS. These bridges carry 70% if total bridge deck area. PRHTA Managed Bridges Amount Area (square meters) NHS 817 1,516, Others 1, , Total 2,316 2,162, %NHS 35% 70% % Others 65% 30% % Total 100% 100% 15
16 Bridges Measures and Criteria The National Bridge Inventory system rates bridges in 9 categories, where 0 is Failed and 9 is Excellent. Three primary components comprise the rating of most bridges, such as the stringers, tee beams, box beams, slabs and others that are common in Puerto Rico. These three are the deck, superstructure, and the substructure, which are all rated on the 0-9 scale. 16
17 Bridge Measures and Criteria Rate Good Fair Poor Score Condition Definition Criteria N Not applicable Not applicable 9 Excellent Excellent condition 8 Very good No problems noted. 7 Good Some minor problems noted. 6 Satisfactory Structural elements show some minor deterioration. 5 Fair 4 Poor 3 Serious 2 Critical 1 Imminent Failure All primary structural elements are sound but may have minor section loss, cracking, spelling or scour. Advanced section loss noted. Deterioration. Spelling or scour. Loss of section, deterioration, spelling or scour has seriously affected primary structural components. Local failures are possible. Fatigue cracks in steel or shear cracks in concrete may be present. Advanced deterioration or primary structural elements. Fatigue cracks in steel or shear cracks in concrete may be present or scour may have removed substructure support. Unless closely monitored it may be necessary to close the bridge Major deterioration or section loss present in critical structural components or obvious vertical or horizontal movement affecting structure stability. Bridge Is closed to traffic but corrective action may put back in light service. 0 Failed Out of service - beyond corrective action 17
18 Bridges Condition PRHTA Managed Bridge Condition % 4.3% 2.5% 16.6% 19.7% 27.0% 72.3% 59.6% 68.5% 9.4% 9.2% 9.3% %NHS % OTHERS % TOTAL Poor Fair Good N/A 18
19 Key Challenge: Bridge Progress 19
20 Bridge Evaluation NHS NHS NHS Area Area Area Super\Deck Super\Deck Super\Deck ,792 32, ,771 53, , , ,331 3, , , , Substructure Substructure Substructure Count Count Count Super\Deck Super\Deck Super\Deck Substructure Substructure Substructure
21 Recommendations for PRHTA Managed Bridges Recommended Strategy NHS Non-NHS Total Substructure Superstructure Deck Num Structure Sq Area of Deck Num Structure Sq Area of Deck Num Structure Sq Area of Deck Replace Replace Replace 10 17, ,239 Rehabilitation Replace Replace ,277 Preservation Replace Replace 1 1, ,344 Rehabilitation Rehabilitation Replace 11 21, ,367 Preservation Rehabilitation Replace 1 1, ,816 Rehabilitation Preservation Replace 14 34, ,541 Preservation Preservation Replace 12 32, ,220 Rehabilitation Preservation Preservation 15 37, ,997 Preservation Preservation Preservation , ,180 Rehabilitation Rehabilitation Rehabilitation , ,938 Rehabilitation Preservation Rehabilitation , ,864 Rehabilitation Rehabilitation Preservation ,004 Preservation Rehabilitation Rehabilitation , ,440 Preservation Preservation Rehabilitation , ,557 Preservation Rehabilitation Preservation ,302 Total 738 1,491,775 1, ,313 1,940 2,089,088 21
22 MPO Requirements (4) An MPO shall integrate in the metropolitan transportation planning process, the goals, objectives, performance measures, and targets described in other State transportation plans including: (i) The State asset management plan for the NHS Code of Federal Regulation (d) (2) (4) 22
23 What Does This Mean? Pavement, bridge conditions receive higher funding priority for programming Many communities will benefit from bridge, pavement projects PRHTA must adopt a long-term bridge and pavement preservation program FHWA will review actions annually for consistency 23
24 Annual Consistency Review Annually after July 2019: FHWA must make annual consistency review Is the plan implemented? Are investments consistent with the plan? Investments Processes Targets 24
25 Undergoing Activities Draft plan: Set bridge, pavement targets Estimate cost to achieve targets Describe investment strategies to sustain bridge, pavement conditions Submit draft plan by April 30,
Where Are We and Where Do We Need to Go? A Summary of the Interstate Condition Project
Pavement Condition Reporting and Target Setting in the TAMP Where Are We and Where Do We Need to Go? A Summary of the Interstate Condition Project July 11, 2016 Jonathan Groeger, MBA Gonzalo R. Rada, Ph.D.,
More informationHPMS Rule on Collecting Pavement Condition Data. Roger Smith Sui Tan
HPMS Rule on Collecting Pavement Condition Data Roger Smith Sui Tan Final Rule Issued January Affects Local agencies that have non-state NHS roads/ street For which you report HPMS data to Caltrans 2 Final
More informationUser perceptions of highway roughness. Kevan Shafizadeh and Fred Mannering
User perceptions of highway roughness Kevan Shafizadeh and Fred Mannering Background States invest millions of dollars annually measuring the physical condition of their highways Such measurements are
More informationExisting road transport network of the National Capital Region was examined for the existing connectivity, mobility and accessibility in the study.
2 Road Network 2.1 Existing Road Network The existing transport network in National Capital Region is radial in nature. It comprises of expressways, national highways, state highways, major district and
More informationMINNESOTA SIDE Draft TRANSPORTATION IMPROVEMENT PROGRAM
MINNESOTA SIDE Draft TRANSPORTATION IMPROVEMENT PROGRAM 2018-2021 April, 2017 FISCAL YEARS 2018-2021 MINNESOTA SIDE Draft TRANSPORTATION IMPROVEMENT PROGRAM FOR THE GRAND FORKS - EAST GRAND FORKS METROPOLITAN
More information2002 Design Guide Preparing for Implementation
2002 Preparing for Implementation By Monte Symons 2003 NCUAPG Annual Meeting Excerpts from the 2002 Guide Implementation Package 2002 Presentation Overview Need for NCHRP 1-37A - Status Guide Basics Asphalt
More informationMultiway Analysis of Bridge Structural Types in the National Bridge Inventory (NBI) A Tensor Decomposition Approach
Multiway Analysis of Bridge Structural Types in the National Bridge Inventory (NBI) A Tensor Decomposition Approach By Offei A. Adarkwa Nii Attoh-Okine (Ph.D) (IEEE Big Data Conference -10/27/2014) 1 Presentation
More informationAPPENDIX D SUMMARY OF EXISTING SIMPLIFIED METHODS
APPENDIX D SUMMARY OF EXISTING SIMPLIFIED METHODS D-1 An extensive literature search revealed many methods for the calculation of live load distribution factors. This appendix will discuss, in detail,
More informationThe State of Michigan Transportation Asset Management Council 2006 PASER Survey Of Shiawassee County
The State of Michigan Transportation Asset Management Council 2006 PASER Survey Of Shiawassee County Prepared by the Genesee County Metropolitan Planning Commission Staff 1 The State of Michigan Transportation
More informationLTPP InfoPave TM Extracting Information out of LTPP Data
LTPP InfoPave TM Extracting Information out of LTPP Data Jane Jiang PE, LTPP Database Manager, FHWA Riaz Ahmad, President, iengineering Jerome Daleiden PE, Director Pavement Engineering, Fugro Jonathan
More informationINTRODUCTION TO PAVEMENT STRUCTURES
INTRODUCTION TO PAVEMENT STRUCTURES A pavement is a structure composed of structural elements, whose function is to protect the natural subgrade and to carry the traffic safety and economically. As a wheel
More informationPavements. CP2 Center CA PP Conference
Treatment t Selection for Flexible Pavements By R. Gary Hicks CP2 Center CA PP Conference April 9, 2008 Outline of Presentation What is Treatment Selection? Why use Treatment Selection? Example of the
More information2. Evaluation of Pavement Condition Index (PCI)
Journal of Engineering Sciences, Assiut University, Vol. 41 No1 pp. - January 2013 DETERIORATION OF EGYPTIAN DESERT ROADS IN AL-MINEA DISTRICT Afaf Mahmoud 1, Hassan Y. Ahmed 2, Ayman M. Othman 3 1 Civil
More informationImplementing (Bleeding) Standards for Pavement Data Collection. RICK MILLER, Pavement Management Engineer, Kansas Dept.
Implementing (Bleeding) Standards for Pavement Data Collection RICK MILLER, Pavement Management Engineer, Kansas Dept. of Transportation About the Presenter Rick Miller Kansas Department of Transportation
More informationMnDOT Research Update BCOA Performance and UBOL Design
MnDOT Research Update BCOA Performance and UBOL Design Tom Burnham, P.E. Senior Road Research Engineer CPAM Annual Concrete Paving Workshop, Brainerd, MN Outline BCOA (Whitetopping) Study Objectives Field
More informationImpact of Existing Pavement on Jointed Plain Concrete Overlay Design and Performance
Impact of Existing Pavement on Jointed Plain Concrete Overlay Design and Performance Michael I. Darter, Jag Mallela, and Leslie Titus-Glover 1 ABSTRACT Concrete overlays are increasingly being constructed
More information2002 Pavement Design
2002 Pavement Design Federal Highway Administration June 2001 Thomas P. Harman Asphalt Team Leader Predicting Pavement Performance Pavements are designed to fail But how do they perform? Defining Performance
More informationLRRB INV 828 Local Road Material Properties and Calibration for MnPAVE
LRRB INV 828 Local Road Material Properties and Calibration for MnPAVE Task 4 Report Calibration Bruce Tanquist, Assistant Pavement Design Engineer Minnesota Department of Transportation May 23, 2008 Introduction
More informationQuality Pavement Markings
Quality Pavement Markings Idaho Asphalt Conference Moscow, Idaho October 26, 2006 Purpose of Pavement Markings Provide the visual information needed by the driver to guide their vehicle Ed Lagergren,,
More informationPavement Preservation Strategy Selection
Pavement Preservation Strategy Selection By R. Gary Hicks and Ding Cheng California Pavement Preservation (CP2) Center California State University, Chico Prepared for NCPP Nashville TN August 2012 CP2C
More informationGEOSYNTHETICS ENGINEERING: IN THEORY AND PRACTICE
GEOSYNTHETICS ENGINEERING: IN THEORY AND PRACTICE Prof. J. N. Mandal Department of civil engineering, IIT Bombay, Powai, Mumbai 400076, India. Tel.022-25767328 email: cejnm@civil.iitb.ac.in Module-5 LECTURE-
More informationNew Jersey Department of Transportation Extreme Weather Asset Management Pilot Study
New Jersey Department of Transportation Extreme Weather Asset Management Pilot Study Overview Prepared for: June 26, 2018 Introduction Overview of Pilot Study New Jersey s Climate New Jersey s Transportation
More informationMultiple random slope and fixed intercept linear regression models for pavement condition forecasting
The University of Toledo The University of Toledo Digital Repository Theses and Dissertations 2015 Multiple random slope and fixed intercept linear regression models for pavement condition forecasting
More informationLoad Capacity Evaluation of Pennsylvania s Single Span T-Beam Bridges
Presentation at 2003 TRB Meeting, Washington, D.C. UNIVERSITY Load Capacity Evaluation of Pennsylvania s Single Span T-Beam Bridges F. N. Catbas, A. E. Aktan, K. Ciloglu, O. Hasancebi, J. S. Popovics Drexel
More informationOutline. Introduction. Introduction Accident Damage. Introduction Act of God Damage NATIONAL HIGH PERFORMANCE CONCRETE FOLLOW UP SURVEY RESULTS BY:
BY: NATIONAL FOLLOW UP SURVEY RESULTS Louis N. Triandafilou, P.E. FHWA Resource Center Baltimore Senior Structural Engineer CLAUDE S. NAPIER, Jr., P.E. FHWA Virginia Division Bridge Engineer Outline HPC
More informationMechanistic-Empirical Pavement Design Guide: A User s Perspective. Brian D. Prowell, Ph.D., P.E.
Mechanistic-Empirical Pavement Design Guide: A User s Perspective Brian D. Prowell, Ph.D., P.E. Empirical Approach Based on results of experiments or experience Scientific basis not established AASHTO
More informationUpdating the Urban Boundary and Functional Classification of New Jersey Roadways using 2010 Census data
Updating the Urban Boundary and Functional Classification of New Jersey Roadways using 2010 Census data By: Glenn Locke, GISP, PMP 1 GIS-T May, 2013 Presentation Overview Purpose of Project Methodology
More informationECONOMIC AND FINANCIAL ANALYSIS
Road Rehabilitation Project (RRP KIR 44281) ECONOMIC AND FINANCIAL ANALYSIS 1. Base and project alternatives. The base case against which changes in road provider and road user costs are compared for the
More informationBridge Risk Modeling
time good Bridge Risk Modeling Current Florida DOT Research condition bad Paul D. Thompson, Consultant Background Research team Florida State University John Sobanjo (PI) Paul D. Thompson (co-pi) Florida
More informationTECHNICAL PAPER INVESTIGATION INTO THE VALIDATION OF THE SHELL FATIGUE TRANSFER FUNCTION
Authors: TECHNICAL PAPER INVESTIGATION INTO THE VALIDATION OF THE SHELL FATIGUE TRANSFER FUNCTION Anthony Stubbs (Presenter), BE(Hons), Masters student, University of Canterbury. aps49@student.canterbury.ac.nz.
More informationMark B. Snyder, Ph.D., P.E., Engineering Consultant Bridgeville, Pennsylvania
Mark B. Snyder, Ph.D., P.E., Engineering Consultant Bridgeville, Pennsylvania Prepared for presentation at the 2008 Minnesota Concrete Conference Continuing Education and Conference Center, St. Paul, MN
More informationCity of Phoenix Pavement Management System. Ryan Stevens Civil Engineer III Street Transportation Department November 15, 2017
City of Phoenix Pavement Management System Ryan Stevens Civil Engineer III Street Transportation Department November 15, 2017 Outline City of Phoenix Street Network Automated data collection Distresses
More informationExtreme Weather Events and Transportation Asset Management
Extreme Weather Events and Transportation Asset Management AASHTO Annual Meeting November 17, 2012 Mike Savonis ICF International 1 AASHTO commissioned a short paper on how to address Extreme Weather Events
More informationRoad Infrastructure Asset Management Course
SEPTEMBER - 7, 7 UNIVERSITY OF TRANSPORT AND COMMUNICATIONS HANOI, VIETNAM Road Infrastructure Asset Management Course JOINTLY ORGANIZED BY: KYOTO UNIVERSITY UNIVERSITY OF TRANSPORT AND COMMUNICATIONS
More informationGuide for Mechanistic-Empirical Design
Copy No. Guide for Mechanistic-Empirical Design OF NEW AND REHABILITATED PAVEMENT STRUCTURES FINAL DOCUMENT APPENDIX BB: DESIGN RELIABILITY NCHRP Prepared for National Cooperative Highway Research Program
More informationMeasuring and GIS Referencing of Network Level Pavement Deterioration in Post-Katrina Louisiana March 19, 2008
Infrastructure Data Collection Solutions Measuring and GIS Referencing of Network Level Pavement Deterioration in Post-Katrina Louisiana March 19, 2008 Hurricane Katrina August 2005 I-10 I-610 West End
More informationComparison of Ontario Pavement Designs Using the AASHTO 1993 Empirical Method and the Mechanistic-Empirical Pavement Design Guide Method
Comparison of Ontario Pavement Designs Using the AASHTO 1993 Empirical Method and the Mechanistic-Empirical Pavement Design Guide Method by Jonathan Nathan Boone A thesis presented to the University of
More informationTransforming Geospatial Data for Visualization with D3
Transforming Geospatial Data for Visualization with D3 FOSS4G Boston August 17, 2017 Beatrice Jin and Benjamin Krepp Boston Region Metropolitan Planning Organization Agenda Who we are Project context Implementation
More informationAPPENDIX B DISTRESSES
144 APPENDIX B DISTRESSES 145 INTRODUCTION The purpose of this appendix is not to provide a detailed discussion of the various descriptions and causes of distresses that may occur in any given pavement
More informationStructural Design of Pavements
CAIRO UNIVERSITY FACULTY OF ENGINEERING PUBLIC WORKS DEPARTMENT 4 th Year Civil Engineering Highway Engineering Course 2008-2009 Structural Design of Pavements Lecturer Dr. Eng. Omar Osman Asst. Professor
More informationSensitivity Analysis Of Aashto's 2002 Flexible And Rigid Pavement Design Methods
University of Central Florida Electronic Theses and Dissertations Masters Thesis (Open Access) Sensitivity Analysis Of Aashto's 2002 Flexible And Rigid Pavement Design Methods 2006 Sanjay Shahji University
More information2008 SEAUPG CONFERENCE-BIRMINGHAM, ALABAMA
Introduction Overview M E E Design Inputs MEPDG Where are we now MEPDG Inputs, Outputs, and Sensitivity Southeast Asphalt User Producer Group Bill Vavrik 19 November 2008 2 Implementation Timeframe DARWin
More informationWELCOME APWA How Best to Protect Asphalt Overlays with Interlayers - Delay Deterioration and Extend Pavement Life
WELCOME APWA 2015 How Best to Protect Asphalt Overlays with Interlayers - Delay Deterioration and Extend Pavement Life Dennis Rogers, Tensar Pavement Maintenance Manager, West All Data & analysis courtesy
More information2014 UTP Public Meeting July 18, 2013
2014 UTP Public Meeting July 18, 2013 What is the Unified Transportation Program (UTP)? 3 UTP is Updated Annually by August 31st Spring - Summer 2013 UTP 2014 UTP UTP Development Process 4 UTP Connects
More informationMonitoring Scour Critical Bridges During Floods For Local Bridge Owners. Presented by
Monitoring Scour Critical Bridges During Floods For Local Bridge Owners Presented by SAFETY FIRST DO NOT ENDANGER YOURSELF OR OTHERS WHILE MONITORING BRIDGES DO NOT ENTER FLOOD WATERS FLOOD WATERS INCLUDE
More informationROAD INFORMATION SYSTEM FOR MAINTENANCE MANAGEMENT OF ROAD INFRASTRUCTURE PROJECTS
ROAD INFORMATION SYSTEM FOR MAINTENANCE MANAGEMENT OF ROAD INFRASTRUCTURE PROJECTS Need for GIS Voluminous/ Manual Data Vs Digital Need for GIS CE - C&B (North) KPWD Secretary Office CE - C&B (South) Dispersed
More informationEnterprise Linear Referencing at the NYS Department of Transportation
Enterprise Linear Referencing at the NYS Department of Transportation One Highway Network to Support Many Business Processes May 9, 2018 May 9, 2018 2 Agenda An overview of Linear Referencing How NYSDOT
More informationAppendix J. Example of Proposed Changes
Appendix J Example of Proposed Changes J.1 Introduction The proposed changes are illustrated with reference to a 200-ft, single span, Washington DOT WF bridge girder with debonded strands and no skew.
More information2015 North Dakota Asphalt Conference
2015 North Dakota Asphalt Conference NDDOT Implementation of AASHTO Flexible Pavement Design Part I ADT & ESALs Nickie Reis, P&AM Part II Structural Numbers Tom Bold, M&R March 31 - April 1, 2015 Part
More informationFlexural Life of Unbound Granular Pavements with Chip Seal Surfacings
Flexural Life of Unbound Granular Pavements with Chip Seal Surfacings Austroads Design Checks vertical strains at top of subgrade, ie primary function is to limit rutting BUT - trigger for rehabilitation
More informationAdaptability of AASHTO Provisional Standards for Condition Surveys for Roughness and Faulting in Kansas
Adaptability of AASHTO Provisional Standards for Condition Surveys for Roughness and Faulting in Kansas Kamesh Vedula Department of Civil Engineering Kansas State University Manhattan, KS 66506 kamesh@ksu.edu
More informationAnalysis of Rutting and Roughness Distresses in PCC Pavements Overlaid with Asphalt Concrete
Analysis of Rutting and Roughness Distresses in PCC Pavements Overlaid with Asphalt Concrete Kavussi, A. Associate Professor, Tarbiat Modares University, Tehran, Iran SYNOPSIS Concrete slab pavements overlaid
More informationACKNOWLEDGMENT OF SPONSORSHIP
ACKNOWLEDGMENT OF SPONSORSHIP This work was sponsored by the American Association of State Highway and Transportation Officials, in cooperation with the Federal Highway Administration, and was conducted
More informationRisk Assessment of Highway Bridges: A Reliability-based Approach
Risk Assessment of Highway Bridges: A Reliability-based Approach by Reynaldo M. Jr., PhD Indiana University-Purdue University Fort Wayne pablor@ipfw.edu Abstract: Many countries are currently experiencing
More informationNevels, et al 1 KAY COUNTY SHALE SUBGRADE STABILIZATION REVISITED
Nevels, et al 1 Title: KAY COUNTY SHALE SUBGRADE STABILIZATION REVISITED Submitted: 15 November 2012 (revised) Word Count: 3581 + 7 figures = 5331 Name: Affiliation: Email: Joakim G. Laguros, Ph.D., P.E.
More informationRetrofit Dowel Bars In Jointed Concrete Pavement - Long Term Performance and Best Practices
Retrofit Dowel Bars In Jointed Concrete Pavement - Long Term Performance and Best Practices Tom Burnham, P.E. Bernard Izevbekhai, P.E. Office of Materials and Road Research Minnesota Department of Transportation
More informationImplementation of M-E PDG in Kansas
Implementation of M-E PDG in Kansas Mustaque Hossain, Ph.D.,P.E. Kansas State University 1 Projects related to the M-E Guide Implementation and Calibration Kansas HMA Fatigue and Stiffness Study Pool Fund
More informationECONOMIC AND FINANCIAL ANALYSIS
Additional Financing of Road Rehabilitation Project (RRP KIR 44281-014) ECONOMIC AND FINANCIAL ANALYSIS 1. Base and project scenarios. Without urgent rehabilitation works, it is expected that sections
More informationColorado Department of Transportation Structure Inspection and Inventory Report (English Units)
10/23/2017 Header Information Colorado Department of Transportation Structure Inspection and Inventory Report (English Units) Bridge Name: D-02-PR-030A Inspection Date: 12/2/2015 Sufficiency Rating: Inspection
More informationTitle Model For Pavement Asset Manageme.
Kochi University of Technology Aca A Study On Structural Performance Title Model For Pavement Asset Manageme Shimeno, Shigeru, Kamiya, Keizo, Author(s), Eguchi, Masayuki Society for Social Management Sys
More informationDesign of Overlay for Flexible Pavement
Design of Overlay for Flexible Pavement Types of Overlays Asphalt overlay over asphalt pavements Asphalt overlays on CC pavements CC overlays on asphalt pavements CC overlays on CC pavements Steps in Design
More informationESTIMATION OF REMAINING SERVICE LIFE OF FLEXIBLE PAVEMENTS FROM SURFACE DEFLECTIONS DABA SHABARA GEDAFA
ESTIMATION OF REMAINING SERVICE LIFE OF FLEXIBLE PAVEMENTS FROM SURFACE DEFLECTIONS by DABA SHABARA GEDAFA B.S., Addis Ababa University, Ethiopia, M.Tech., Indian Institute of Technology Bombay, India,
More informationHow Can DOT Operations and Maintenance Prepare for Extreme Weather Events?
How Can DOT Operations and Maintenance Prepare for Extreme Weather Events? Gregory C. Johnson, P.E. Chief Operations Officer Michigan Department of Transportation November 17, 2012 Michigan s Climate Four
More informationEvaluation of Laboratory Performance Tests for Cracking of Asphalt Pavements
Evaluation of Laboratory Performance Tests for Cracking of Asphalt Pavements 2015 FHWA Cooperative Study at Asphalt Institute Greg Harder, Asphalt Institute It all started in 1919 Asphalt Association (later
More informationPavement Quality Indicators Study. Five Year Report
Five Year Report By Construction Management Department University of Nebraska Lincoln, NE 68588-0500 Researcher: Cody Kluver Advisor: Wayne Jensen 1. Report No SPR - 1 P563 4. Title and Subtitle Pavement
More informationIntroduction to The Design Example and EN Basis of Design
EUROCODES Bridges: Background and applications St Petersburg April 2011 1 Introduction to The Design Example and EN 1990 - Basis of Design Professor Steve Denton Engineering Director, Parsons Brinckerhoff
More informationGAMPO 2018 FALL MEETING. National Performance Research Data Set GAMPO 2018 FALL MEETING (NPMRDS) CASE STUDY GAMPO FALL MEETING SEPTEMBER 2018
GAMPO 2018 FALL MEETING National Performance Research Data Set GAMPO 2018 FALL MEETING (NPMRDS) CASE STUDY Agenda Introduction and Overview NPMRDS Tool Access Use / Applications Examples Questions 2 Establish
More informationImplementation of GISystems in the Land Acquisition Process and Road Maintenance. Immaculate Katutsi Uganda National Roads Authority
Implementation of GISystems in the Land Acquisition Process and Road Maintenance Immaculate Katutsi Uganda National Roads Authority Stage 1 Stage 2 Stage 3 2 The Road construction process/ Project flow
More informationHAZUS-MH: Earthquake Event Report
HAZUS-MH: Earthquake Event Report Region Name: El Paso County Earthquake Scenario: El Paso County Random EQ Print Date: February 08, 2006 Disclaimer: The estimates of social and economic impacts contained
More informationRoadway Grade = m, amsl HWM = Roadway grade dictates elevation of superstructure and not minimum free board requirement.
Example on Design of Slab Bridge Design Data and Specifications Chapter 5 SUPERSTRUCTURES Superstructure consists of 10m slab, 36m box girder and 10m T-girder all simply supported. Only the design of Slab
More informationCipra D. Revised Submittal 1
Cipra D. Revised Submittal 1 Enhancing MPO Travel Models with Statewide Model Inputs: An Application from Wisconsin David Cipra, PhD * Wisconsin Department of Transportation PO Box 7913 Madison, Wisconsin
More informationDeploying the Winter Maintenance Support System (MDSS) in Iowa
Deploying the Winter Maintenance Support System (MDSS) in Iowa Dennis A. Kroeger Center for Transportation Research and Education Iowa State University Ames, IA 50010-8632 kroeger@iastate.edu Dennis Burkheimer
More informationACET 406 Mid-Term Exam B
ACET 406 Mid-Term Exam B SUBJECT: ACET 406, INSTRUCTOR: Dr Antonis Michael, DATE: 24/11/09 INSTRUCTIONS You are required to answer all of the following questions within the specified time (90 minutes).you
More informationGIS Data and Technology to Support Transportation & MPO Decision-Making & Planning. using an Eco-Logical* Approach within the Kansas City Region
GIS Data and Technology to Support Transportation & MPO Decision-Making & Planning using an Eco-Logical* Approach within the Kansas City Region Authors (in alphabetical order): Tom Gerend, Tom Jacobs,
More informationThe World Bank Indonesia National Slum Upgrading Project (P154782)
Public Disclosure Authorized EAST ASIA AND PACIFIC Indonesia Social, Urban, Rural and Resilience Global Practice Global Practice IBRD/IDA Investment Project Financing FY 2017 Seq No: 4 ARCHIVED on 04-Apr-2018
More informationWhat is on the Horizon in HMA. John D AngeloD Federal Highway Administration
What is on the Horizon in HMA John D AngeloD Federal Highway Administration Are they all the same? Internal Angle of Gyration Internal Angle of Gyration Development of the Dynamic Angle Validator (DAV)
More informationModulus of Rubblized Concrete from Surface Wave Testing
from Surface Wave Testing Nenad Gucunski Center for Advanced Infrastructure and Transportation (CAIT) Infrastructure Condition Monitoring Program (ICMP) 84 th Annual NESMEA Conference October 8, 2008 Route
More informationIntroduction to Ohio Landslide Hazard Rating System and Landslide Risk Management. By Prof. Robert Liang
Introduction to Ohio Landslide Hazard Rating System and Landslide Risk Management By Prof. Robert Liang Background Landslides cause public risk (accident: injury/loss of life). Impact on regional economy
More informationAnalysis of Non-Linear Dynamic Behaviours in Asphalt Concrete Pavements Under Temperature Variations
ENOC 2017, June 25 30, 2017, Budapest, Hungary Analysis of Non-Linear Dynamic Behaviours in Asphalt Concrete Pavements Under Temperature Variations Amal Abdelaziz *, Chun-Hsing Ho *, and Junyi Shan * *
More informationPrediction of average annual surface temperature for both flexible and rigid pavements
JOURNAL OF MATERIALS AND ENGINEERING STRUCTURES 4 (2017) 259 267 259 Research Paper Prediction of average annual surface temperature for both flexible and rigid pavements Karthikeyan Loganathan, Mena I
More informationROAD DUST SUPPRESSSANTS RESEARCH RESULTS
ROAD DUST SUPPRESSSANTS RESEARCH RESULTS Thomas G. Sanders 1 and Jonathan Q. Addo 2 1 Department of Civil and Environmental Engineering, Colorado State University, Fort Collins, CO 80525. 2 Project Engineer,
More informationTransforming the Maricopa County Department of Transportation (MCDOT) GIS-based Transportation Asset Inventory System June 30, 2016
Transforming the Maricopa County Department of Transportation (MCDOT) GIS-based Transportation Asset Inventory System June 30, 2016 Presented By Steve Hossack, GIS Database Administrator 2016 Esri User
More informationGeotechnical Risks and Slope Management Systems: An FHWA Perspective
August 20, 2010 10 th Annual Technical Forum Geohazards Impacting Transportation in the Appalachian Region Geotechnical Risks and Slope Management Systems: An FHWA Perspective Silas C. Nichols, PE, Senior
More informationInnovated Technological Trends in Highways. Flood Modelling & Evaluation of Impacts on Infrastructure
Innovated Technological Trends in Highways Flood Modelling & Evaluation of Impacts on Infrastructure Dr. Waheed Uddin Professor and Director CAIT University of Mississippi Contributions from: CAIT and
More informationPAPER EVALUATION OF TRUNCATED ARROW-PER-LANE GUIDE SIGNS. WORD COUNT (5840): Abstract (248) + Text (4092) + Tables (5) + Figures (1) Authors:
PAPER -0 EVALUATION OF TRUNCATED ARROW-PER-LANE GUIDE SIGNS Authors: Bryan J. Katz, Ph.D., P.E., PTOE Science Applications International Corporation 00 Georgetown Pike, F- McLean, VA 0 Phone: (0) - E-mail:
More information30 Years - 20 State DOTs Trends in Pavement Management observed through real world Implementation at the State DOT Level.
30 Years - 20 State DOTs Trends in Pavement Management observed through real world Implementation at the State DOT Level. Zavitski, Jeffrey L & Piane, Robert R, P. Eng. Deighton Associates Limited Agenda
More informationMPOs SB 375 LAFCOs SCAG Practices/Experiences And Future Collaborations with LAFCOs
Connecting LAFCOs and COGs for Mutual Benefits MPOs SB 375 LAFCOs SCAG Practices/Experiences And Future Collaborations with LAFCOs Frank Wen, Manager Research & Analysis Land Use & Environmental Planning
More informationME PDG Rigid Pavement Design Reliability Update. Further Calibration of the Distress Prediction Models & Reliability Effects
ME PDG Rigid Pavement Design Reliability Update Further Calibration of the Distress Prediction Models & Reliability Effects NCHRP 1-40B 1 & 1-40D 1 Team Applied Research Associates Michael Darter Jagannath
More informationNon-Destructive Pavement Evaluation to Assess Flood Damage in The City of Calgary
Non-Destructive Pavement Evaluation to Assess Flood Damage in The City of Calgary Venkat Lakkavalli P. Eng., M. Sc. The City of Calgary Alberta, Canada Presented at TAC 2014, Montreal (Karim, M et al.
More informationNOTTINGHAM DESIGN METHOD
NOTTINGHAM DESIGN METHOD Dr Andrew Collop Reader in Civil Engineering University of Nottingham CONTENTS Introduction Traffic Design temperatures Material properties Allowable strains Asphalt thickness
More informationDATA UNCERTAINTY IN BRIDGE MANAGEMENT
DATA UNCERTAINTY IN BRIDGE MANAGEMENT A Thesis presented to the Faculty of the Graduate School University of Missouri-Columbia In Partial Fulfillment of the Requirements for the Degree Master of Science
More informationCERTIFICATION OF THE ROUGHNESS MEASURING INSTRUMENT
CERTIFICATION OF THE ROUGHNESS MEASURING INSTRUMENT Deok-Soon An, Jeong-Hee Nam, Soo-Ahn Kwon Highway Research Division Korea Institute of Construction Technology 1190, Simindae-Ro, Ilsanseo-Gu, Goyang-Si,
More informationField Performance Monitoring and Modeling of Instrumented Pavement on I-35 in McClain County ANNUAL REPORT FOR FY 2010 ODOT SPR ITEM NUMBER 2200
Field Performance Monitoring and Modeling of Instrumented Pavement on I-35 in McClain County ANNUAL REPORT FOR FY 2010 ODOT SPR ITEM NUMBER 2200 Submitted to: Ginger McGovern, P.E. Planning and Research
More informationAssessing the Vulnerability of Tennessee Transportation Assets to Extreme Weather
Assessing the Vulnerability of Tennessee Transportation Assets to Extreme Weather Dr. Mark Abkowitz, Vanderbilt University 8 th Annual Intermodal Conference Memphis TN October 7, 2014 Requires states to
More informationI-95/I-85 INTERCHANGE ROADWAY SAFETY ASSESSMENT
FINAL REPORT I-95/I-85 INTERCHANGE ROADWAY SAFETY ASSESSMENT Prepared for: Prepared by: 117306012.B MARCH 2013 Final Report March 2013 I-95/I-85 Interchange ROADWAY SAFETY ASSESSMENT Prepared for: Prepared
More informationMunicipal Act, 2001 Loi de 2001 sur les municipalités
Municipal Act, 2001 Loi de 2001 sur les municipalités ONTARIO REGULATION 239/02 MINIMUM MAINTENANCE STANDARDS FOR MUNICIPAL HIGHWAYS Consolidation Period: From January 25, 2013 to the e-laws currency date.
More informationDepartment of Transportation and Public Works Customer Satisfaction Survey Provincial Highway System. Highlights Report
Department of Transportation and Public Works )))))))))))))))))))))))))))) Provincial Highway System Highlights Report The - Provincial Highway System was conducted by the Marketing Research Centre for
More informationMAINTENANCE AND REHABILITATION OF LOW COST SURFACE DRESSING FOR LOW VOLUME ROADS EXPERIMENTAL ROAD SITES
1 MAINTENANCE AND REHABILITATION OF LOW COST SURFACE DRESSING FOR LOW VOLUME ROADS EXPERIMENTAL ROAD SITES Pétur Pétursson, Icelandic Building Research Institute Reykjavik, Iceland e-mail: petur.p@rabygg.is
More informationThe World Bank Transport Connectivity and Asset Management Project (P132833)
Public Disclosure Authorized SOUTH ASIA Sri Lanka Transport & Digital Development Global Practice IBRD/IDA Investment Project Financing FY 2016 Seq No: 4 ARCHIVED on 23-Mar-2018 ISR30586 Implementing Agencies:
More informationDr. Hatem ElBehairy. Cairo University BMS - Dr. Hatem ElBehairy 1
Bridge Management Systems Dr. Hatem ElBehairy 13.10.2015 Cairo University BMS - Dr. Hatem ElBehairy 1 Infrastructure Asset Management Infrastructure asset management is the integrated, multi- disciplinary
More information