I-64 BATTLEFIELD BLVD: PERFORMANCE MEETS EXPECTATION

Size: px
Start display at page:

Download "I-64 BATTLEFIELD BLVD: PERFORMANCE MEETS EXPECTATION"

Transcription

1 I-64 BATTLEFIELD BLVD: PERFORMANCE MEETS EXPECTATION Affan Habib, P.E., Pavement Program Manager March 1, 2019

2 Presentation Outline 1. Introduction 2. Project Descriptions 3. Pavement Performance 4. Predicted Performance Virginia Department of Transportation 2

3 CRC Pavement: Do you still think of 295? Virginia Department of Transportation 3

4 Longitudinal Steel Fed Through Tubes Virginia Department of Transportation 4

5 Longitudinal Steel Placement on Chair Virginia Department of Transportation 5

6 Project Length: 1.1 miles approximately Project Summary Increased interstate capacity from 6 lanes to 10 lanes including two 12 foot shoulders Four Regular and one HOV lane in each direction Added 4 CD lanes to separate local traffic from through traffic (2 in each direction) Average Annual Daily Traffic : 112,400 with 6% Truck Virginia Department of Transportation 6

7 Project Schematics Virginia Department of Transportation 7

8 Pavement Structure AASHTO 1993 Pavement Design Guide with design inputs from VDOT s Materials Manual of Instructions (MOI), Chapter VI Pavement Design and Evaluation was used for Pavement Design Layer Type Material Thickness Inches 1 Concrete CRCP 13 2 Asphalt Open Graded Drainage Layer (OGDL) 3 3 Base Cement Treated Recycled Concrete (CTRC) 4 Subgrade A-3 & A-2-4 Semi infinite 6 Virginia Department of Transportation 8

9 Pavement Construction Virginia Department of Transportation 9

10 Recycled Concrete to be used for CTA Virginia Department of Transportation 10

11 Pavement Construction Virginia Department of Transportation 11

12 EB View Virginia Department of Transportation 12

13 WB View Virginia Department of Transportation 13

14 Annual PMS condition rating IRI CCI Punchouts Cluster crack Performance To Date Virginia Department of Transportation 14

15 CCI & IRI EB Pavement Condition Rating 100 I64 EB Battlefield BLVD CCI IRI Virginia Department of Transportation 15

16 CCI & IRI WB Pavement Condition Rating 100 I64 WB Battlefield BLVD CCI IRI Virginia Department of Transportation 16

17 Pavement Distresses-EB Year Transverse Cracking Clustered Cracks, Square feet (sft) Punch outs and Spalled Y- cracks (sft) AC Patching(sft) PCC Patching (sft) 2018 Average Spacing 5.7 feet 3149 (4.4%) Virginia Department of Transportation 17

18 Pavement Distresses-WB Year Transverse Cracking Clustered Cracks, Square feet (sft) Punch outs and Spalled Y- cracks (sft) AC Patching(sft) PCC Patching (sft) 2018 Average Spacing 4.83 feet 2986 (4.91%) Virginia Department of Transportation 18

19 So Far So Good: What s ahead? Virginia Department of Transportation 19

20 Performance Prediction Using MEPDG Performance parameters for CRC: IRI and Punchout Virginia Department of Transportation 20

21 Punchout prediction Performance Prediction Using MEPDG Predicted punchout for 12 CRC Predicted punchout for 13 CRC IRI is predicted to remain around current levels for quite some time Virginia Department of Transportation 21

22 So What Can We Conclude? The fix on steel placement is working Battlefield Blvd. is still on the good zone of performance It is performing excellent It has performed as designed to date We can think beyond 295 when it comes to CRC pavement Expecting a long life pavement with some patching need initiated beyond 20 years. Virginia Department of Transportation 22

23 Thank You Virginia Department of Transportation 23

VDOT s Pavement Management Program. Presented by: Tanveer Chowdhury Maintenance Division, VDOT March 05, 2010

VDOT s Pavement Management Program. Presented by: Tanveer Chowdhury Maintenance Division, VDOT March 05, 2010 VDOT s Pavement Management Program Presented by: Tanveer Chowdhury Maintenance Division, VDOT March 05, 2010 Outline Pavement Management network and project level Pavement Data Collection and QA/QC Data

More information

Five Years Later. Illinois Asphalt Pavement Association Annual Meeting March 9, William J. Pine, P.E. Emulsicoat, Inc. / Heritage Research

Five Years Later. Illinois Asphalt Pavement Association Annual Meeting March 9, William J. Pine, P.E. Emulsicoat, Inc. / Heritage Research I-70 Five Years Later Illinois Asphalt Pavement Association Annual Meeting March 9, 2009 William J. Pine, P.E. Emulsicoat, Inc. / Heritage Research Joint Venture: Howell Asphalt/Paving Champaign Asphalt

More information

Use of Roller Compacted Concrete By GDOT. Presented By: Joe W. Sheffield, PE Georgia Department of Transportation District Engineer, Tifton, GA

Use of Roller Compacted Concrete By GDOT. Presented By: Joe W. Sheffield, PE Georgia Department of Transportation District Engineer, Tifton, GA Use of Roller Compacted Concrete By GDOT Presented By: Joe W. Sheffield, PE Georgia Department of Transportation District Engineer, Tifton, GA First Use of RCC By Georgia DOT I-285 Atlanta, GA 2005 Traffic:

More information

50 Year Roads: Don't Accept Anything Less

50 Year Roads: Don't Accept Anything Less 50 Year Roads: Don't Accept Anything Less Prepared By Thomas O. Malerk Director of Transportation Engineering Florida Concrete & Products Association NACE Annual Meeting April 22, 2015 Presented by Roger

More information

Case Studies Using Falling Weight Deflectometer Data with Mechanistic Empirical Design and Analysis

Case Studies Using Falling Weight Deflectometer Data with Mechanistic Empirical Design and Analysis Case Studies Using Falling Weight Deflectometer Data with Mechanistic Empirical Design and Analysis International Symposium on Pavement Performance Trends, Advances, and Challenges December 5, 2011, Tampa,

More information

TEXAS DEPARTMENT OF TRANSPORTATION. Condition of Texas Pavements

TEXAS DEPARTMENT OF TRANSPORTATION. Condition of Texas Pavements TEXAS DEPARTMENT OF TRANSPORTATION Condition of Texas Pavements PMIS Annual Report FY 2007-2010 Condition of Texas Pavements Pavement Management Information System (PMIS) Annual Report FY 2007-2010 Prepared

More information

The Use and Performance of Geogrids in Kentucky

The Use and Performance of Geogrids in Kentucky Transportation Kentucky Transportation Center Research Report University of Kentucky Year 2003 The Use and Performance of Geogrids in Kentucky Aric Cowne Richard Reitenour David L. Allen R. Clark Graves

More information

Pavement and Asset Management from a City s Perspective Mike Rief, PE, DBIA and Andrea Azary, EIT. February 12, 2015

Pavement and Asset Management from a City s Perspective Mike Rief, PE, DBIA and Andrea Azary, EIT. February 12, 2015 Pavement and Asset Management from a City s Perspective Mike Rief, PE, DBIA and Andrea Azary, EIT February 12, 2015 What is Pavement Management? At a Network Level: Pavement management refers to a systematic

More information

MNDOT PAVEMENT DESIGN MANUAL

MNDOT PAVEMENT DESIGN MANUAL MNDOT PAVEMENT DESIGN MANUAL Chapter 6 Ramps, Shoulders, Turn Lanes & Miscellaneous Pavements MnDOT Pavement Engineer Date Contents Introduction... 1 600 Ramps and Loops... 1 610 - Shoulders... 2 620 -

More information

An Overview of Mn/DOT s Pavement Condition Rating Procedures and Indices (September 2015)

An Overview of Mn/DOT s Pavement Condition Rating Procedures and Indices (September 2015) An Overview of Mn/DOT s Pavement Condition Rating Procedures and Indices (September 2015) Equipment Mn/DOT currently collects pavement condition data using a Pathway Services, Inc. Digital Inspection Vehicle

More information

An Overview of Mn/DOT s Pavement Condition Rating Procedures and Indices (March 27, 2003)

An Overview of Mn/DOT s Pavement Condition Rating Procedures and Indices (March 27, 2003) An Overview of Mn/DOT s Pavement Condition Rating Procedures and Indices (March 27, 2003) Equipment Mn/DOT currently collects pavement condition data using a Pathway Services, Inc. Video Inspection Vehicle

More information

THE EFFECTS OF UTILITY CUT PATCHING ON PAVEMENT LIFE SPAN AND REHABILITATION COSTS

THE EFFECTS OF UTILITY CUT PATCHING ON PAVEMENT LIFE SPAN AND REHABILITATION COSTS THE EFFECTS OF UTILITY CUT PATCHING ON PAVEMENT LIFE SPAN AND REHABILITATION COSTS Prepared for City of Santa Ana Draft Report January 1999 Prepared by M. Y. Shahin, Ph.D., P.E. Consulting Engineer RJN

More information

AEMA-ARRA-ISSA-PPRA Fall Meeting Recycling, Ayrton Senna Highway Brasil, & USA

AEMA-ARRA-ISSA-PPRA Fall Meeting Recycling, Ayrton Senna Highway Brasil, & USA AEMA-ARRA-ISSA-PPRA Fall Meeting 2015 Recycling, Ayrton Senna Highway Brasil, & USA CCPR (Cold Central Plant Recycling) 2012: The Ayrton Senna Highway in Brazil was rehabilitated under challenging conditions

More information

TEXAS DEPARTMENT OF TRANSPORTATION. Condition of Texas Pavements

TEXAS DEPARTMENT OF TRANSPORTATION. Condition of Texas Pavements TEXAS DEPARTMENT OF TRANSPORTATION Condition of Texas Pavements PMIS Annual Report FY 2008-2011 Condition of Texas Pavements Pavement Management Information System (PMIS) Annual Report FY 2008-2011 Prepared

More information

PENNDOT HPMS DATA COLLECTION GUIDE. Bureau of Planning and Research Transportation Planning Division April 2016 (Updated March 2018)

PENNDOT HPMS DATA COLLECTION GUIDE. Bureau of Planning and Research Transportation Planning Division April 2016 (Updated March 2018) PENNDOT HPMS DATA COLLECTION GUIDE Bureau of Planning and Research April 2016 (Updated March 2018) State Street Dauphin County NOTES INTRODUCTION The purpose of this document is to provide you with some

More information

Performance of Ultra-Thin Bounded Wearing Course (UTBWC) Surface Treatment on US-169 Princeton, Minnesota. Transportation Research

Performance of Ultra-Thin Bounded Wearing Course (UTBWC) Surface Treatment on US-169 Princeton, Minnesota. Transportation Research 2007-18 Performance of Ultra-Thin Bounded Wearing Course (UTBWC) Surface Treatment on US-169 Princeton, Minnesota Take the steps... Research...Knowledge...Innovative Solutions! Transportation Research

More information

DRAFT WSDOT PAVEMENT POLICY

DRAFT WSDOT PAVEMENT POLICY DRAFT WSDOT PAVEMENT POLICY JANUARY 2010 Washington State Department of Transportation Environmental and Engineering Programs Division State Materials Laboratory Pavements Division P.O. Box 47365 Olympia,

More information

PENNDOT HPMS DATA COLLECTION GUIDE

PENNDOT HPMS DATA COLLECTION GUIDE PENNDOT HPMS DATA COLLECTION GUIDE Bureau of Planning and Research April 2016 (Updated September 2017) State Street Dauphin County INTRODUCTION The purpose of this document is to provide you with some

More information

Use of Performance Metrics on The Pennsylvania Turnpike. Pamela Hatalowich, Penn Turnpike Commission Paul Wilke, Applied Research Associates, Inc.

Use of Performance Metrics on The Pennsylvania Turnpike. Pamela Hatalowich, Penn Turnpike Commission Paul Wilke, Applied Research Associates, Inc. Use of Performance Metrics on The Pennsylvania Turnpike Pamela Hatalowich, Penn Turnpike Commission Paul Wilke, Applied Research Associates, Inc. Presentation Outline Background- Turnpike Construction

More information

Keeping good roads good

Keeping good roads good Pavement Preservation (PP) in the State of California- Protecting Their Road and Street Investment R. Gary Hicks PhD, PE CP2 Center, Chico CA Prepared for the 3 rd International Pavement Maintenance Technology

More information

Appendix B Existing ADOT Data Parameters

Appendix B Existing ADOT Data Parameters Appendix B Existing ADOT Data Parameters Appendix 08/04/03 HPMS by Item Number All records 1 Year of Submittal 2 State Code 3 English or Metric Reporting Units 4 County Code 5 Section Identification (ID)

More information

Driving Indiana s Economic Growth

Driving Indiana s Economic Growth Driving Indiana s Economic Growth IRI/PCR/RUT Field Verification Kumar P. Dave Manager, Road & Pavement Asset Management & Programming, INDOT 03-06-2012 Organization Chart Pavement Division, INDOT David

More information

Non-State Federal Aid Highways. Pavement Condition Ratings. H e r k i m e r a n d O n e i d a C o u n t i e s

Non-State Federal Aid Highways. Pavement Condition Ratings. H e r k i m e r a n d O n e i d a C o u n t i e s Non-State Federal Aid Highways Pavement Condition Ratings 2010 H e r k i m e r a n d O n e i d a C o u n t i e s 2010 PAVEMENT CONDITION RATINGS for the Non-State Federal Aid Highway System in Herkimer

More information

NCHRP Project 9-40 Update Optimization of Tack coat for HMA Placement

NCHRP Project 9-40 Update Optimization of Tack coat for HMA Placement NCHRP Project 9-40 Update Optimization of Tack coat for HMA Placement Louay N. Mohammad Louisiana Transportation Research Center Louisiana State University Emulsion: Design, Construction, and Performance

More information

General References Definitions. (1) Design Guidance. (2) Supporting Information

General References Definitions. (1) Design Guidance. (2) Supporting Information Chapter 1240 Turning Roadways 1240.01 General 1240.02 References 1240.03 Definitions 1240.04 Turning Roadway Widths 1240.05 Documentation 1240.01 General The roadway on a curve may need to be widened to

More information

Presented By: Jim Roth, P.E. Signing Engineer Office of Traffic Engineering Ohio Department of Transportation 1980 West Broad Street Columbus, Ohio

Presented By: Jim Roth, P.E. Signing Engineer Office of Traffic Engineering Ohio Department of Transportation 1980 West Broad Street Columbus, Ohio 1 Presented By: Jim Roth, P.E. Signing Engineer Office of Traffic Engineering Ohio Department of Transportation 1980 West Broad Street Columbus, Ohio 43223 (614) 752-0438 Fax: (614) 644-8199 jim.roth@dot.state.oh.us

More information

State of Nevada Department of Transportation Materials Division

State of Nevada Department of Transportation Materials Division State of Nevada Department of Transportation Materials Division METHOD OF TEST FOR EVALUATION OF PAVEMENT RIDE QUALITY USING INERTIAL PROFILING SYSTEMS SCOPE This test method describes the procedure used

More information

Illini Union Champaign, IL. February 24, Paul Lorton, P.E. Safety Programs Unit Chief IDOT, Division of Highways, Bureau of Safety Engineering

Illini Union Champaign, IL. February 24, Paul Lorton, P.E. Safety Programs Unit Chief IDOT, Division of Highways, Bureau of Safety Engineering Illini Union Champaign, IL February 24, 2015 Paul Lorton, P.E. Safety Programs Unit Chief IDOT, Division of Highways, Bureau of Safety Engineering Temporary Concrete Barrier Pinning and Drop-off Policy

More information

Hard Shoulder Running is a valuable tool July 14, Dean H. Gustafson, PE, PTOE State Operations Engineer VDOT Operations Division

Hard Shoulder Running is a valuable tool July 14, Dean H. Gustafson, PE, PTOE State Operations Engineer VDOT Operations Division Hard Shoulder Running is a valuable tool July 14, 2016 Dean H. Gustafson, PE, PTOE State Operations Engineer VDOT Operations Division Virginia 2 VDOT s Statewide Operations Program Operations Statistics

More information

Summary of Findings Concerning Longitudinal Cracking on 16' Wide Ramps

Summary of Findings Concerning Longitudinal Cracking on 16' Wide Ramps Summary of Findings Concerning Longitudinal Cracking on 16' Wide Ramps Office of Pavement Engineering October 14, 2003 Abstract: This paper summarizes the current practice in ODOT regarding the construction

More information

I-264 CORRIDOR EVALUATION STUDY. September 7, 2016 Eric Stringfield VDOT Planning Director Chris Lawrence AECOM Senior Transportation Engineer

I-264 CORRIDOR EVALUATION STUDY. September 7, 2016 Eric Stringfield VDOT Planning Director Chris Lawrence AECOM Senior Transportation Engineer I-264 CORRIDOR EVALUATION STUDY September 7, 2016 Eric Stringfield VDOT Planning Director Chris Lawrence AECOM Senior Transportation Engineer Study Overview Interchange Locations Study Context Follow-up

More information

SECTION 1A NEW JERSEY TURNPIKE GEOMETRIC DESIGN

SECTION 1A NEW JERSEY TURNPIKE GEOMETRIC DESIGN SECTION 1A NEW JERSEY TURNPIKE GEOMETRIC DESIGN Table of Contents Page No 1A.1 GENERAL...1 1A.1.1 DESIGN CONTROLS...1 1A.2 MAINLINE ROADWAYS...4 1A.2.1 ROADWAY DESIGNATION...4 1A.2.2 DESIGN SPEED...4 1A.2.3

More information

INGHAM COUNTY ROAD DEPARTMENT AUSTIN E. CAVANAUGH ADMINISTRATION BUILDING 301 Bush Street, P.O. Box 38, Mason, MI

INGHAM COUNTY ROAD DEPARTMENT AUSTIN E. CAVANAUGH ADMINISTRATION BUILDING 301 Bush Street, P.O. Box 38, Mason, MI INGHAM COUNTY ROAD DEPARTMENT AUSTIN E. CAVANAUGH ADMINISTRATION BUILDING 301 Bush Street, P.O. Box 38, Mason, MI 48854-0038 March 27, 2018 William M. Conklin, P.E. Managing Director FOR IMMEDIATE RELEASE:

More information

2017 Pavement Management Services Pavement Condition Report Salt Lake City, UT

2017 Pavement Management Services Pavement Condition Report Salt Lake City, UT 2017 Pavement Management Services Pavement Condition Report Salt Lake City, UT Prepared by: Data Transfer Solutions, LLC 3680 Avalon Park East Blvd., Suite 200 Orlando, FL 32828 www.dtsgis.com Table of

More information

Pavement Quality Indicators

Pavement Quality Indicators Pavement Quality Indicators Five Year Report (2009-2013) for The Nebraska Department of Roads Research Technician: Connor Villanueva Advisor: Prof Wayne Jensen 1. Report No SPR- P1 (13) 4. Title and Subtitle

More information

South Carolina Department of Transportation. Engineering Directive

South Carolina Department of Transportation. Engineering Directive South Carolina Department of Transportation Engineering Directive Directive Number: ED-22 Effective: December 16, 2009 Subject: References: Purpose: This Directive Applies to: Considerations for Bicycle

More information

Safety Implications of Managed Lane Cross Sectional Elements (Buffer Width vs. Shoulder Width vs. Lane Width)

Safety Implications of Managed Lane Cross Sectional Elements (Buffer Width vs. Shoulder Width vs. Lane Width) Safety Implications of Managed Lane Cross Sectional Elements (Buffer Width vs. Shoulder Width vs. Lane Width) 2016 Traffic Safety Conference June 7, 2016 Raul Avelar, Ph.D., P.E. Kay Fitzpatrick, Ph.D.,

More information

3-13 UFC - GENERAL PROVISIONS AND GEOMETRIC DESIGN FOR ROADS, STREETS, WALKS, AND OPEN

3-13 UFC - GENERAL PROVISIONS AND GEOMETRIC DESIGN FOR ROADS, STREETS, WALKS, AND OPEN maintenance, and erosion. Stability is required to maintain the integrity of the pavement structure, and a slope stability analysis should be conducted for cuts and fills greater than 15 feet. For lower

More information

Development of Guidelines for Bicycle Use of Controlled Access Facilities in Virginia

Development of Guidelines for Bicycle Use of Controlled Access Facilities in Virginia Development of Guidelines for Bicycle Use of Controlled Access Facilities in Virginia VDOT Statewide Bicycle and Pedestrian Advisory Committee Fall Working Group Meeting October 30, 2013 Young-Jun Kweon,

More information

MnROAD Mainline IRI Data and Lane Ride Quality MnROAD Lessons Learned December 2006

MnROAD Mainline IRI Data and Lane Ride Quality MnROAD Lessons Learned December 2006 MnROAD Mainline IRI Data and Lane Ride Quality December 2006 Derek Tompkins, John Tweet, Prof. Lev Khazanovich University of Minnesota MnDOT Contacts: Bernard Izevbekhai, Tim Clyne 1 Abstract Since 1994,

More information

Transportation Knowledge

Transportation Knowledge FE REVIEW COURSE SPRING 2017 Transportation Engineering 4/26/2017 Transportation Knowledge 8-12 problems Traffic safety Traffic capacity Traffic flow theory Traffic control devices Transportation planning

More information

NCHRP Project Synthesis Topic Tack Coat Specifications, Materials, and Construction Practices

NCHRP Project Synthesis Topic Tack Coat Specifications, Materials, and Construction Practices NCHRP Project 20-05 Synthesis Topic 48-02 Tack Coat Specifications, Materials, and Construction Practices Danny Gierhart, P.E. Dave Johnson, P.E. Principal Investigators What Exactly Is a Synthesis? A

More information

Southeaster Pavement Preservation Partnership 2010 Update Welcome to Tennessee. Michael J. Doran, P.E. Maintenance Division

Southeaster Pavement Preservation Partnership 2010 Update Welcome to Tennessee. Michael J. Doran, P.E. Maintenance Division Southeaster Pavement Preservation Partnership 2010 Update Welcome to Tennessee Michael J. Doran, P.E. Maintenance Division Why are we here today? The Solution Background Information Geographic Locations

More information

FLORIDA DEPARTMENT OF TRANSPORTATION

FLORIDA DEPARTMENT OF TRANSPORTATION FLORIDA DEPARTMENT OF TRANSPORTATION FLEXIBLE PAVEMENT CONDITION SURVEY HANDBOOK March 2012 STATE MATERIALS OFFICE Table of Contents Title Page List of Tables... i List of Figures... ii Executive Summary...

More information

2018 ROAD MAINTENANCE PROGRAM

2018 ROAD MAINTENANCE PROGRAM 2018 ROAD MAINTENANCE PROGRAM John Tiger Anastasi Town of Bethlehem Superintendent of Highways June 27, 2018 AGENDA Why do we maintain our roads? How is the Road Maintenance Plan developed? The process

More information

Item 585 Ride Quality for Pavement Surfaces

Item 585 Ride Quality for Pavement Surfaces Item 585 Ride Quality for Pavement Surfaces 1. DESCRIPTION 2. EQUIPMENT Measure and evaluate the ride quality of pavement surfaces. 2.1. Surface Test Type A. Provide a 10-ft. straightedge or where allowed,

More information

Emerging Concrete Pavement Solutions Roller Compacted Concrete (RCC)

Emerging Concrete Pavement Solutions Roller Compacted Concrete (RCC) Emerging Concrete Pavement Solutions Roller Compacted Concrete (RCC) Presented to: APWA Nor Cal November 3 rd, 2016 Presenters: Jason Shykowsi, P.E., T.E. City of Roseville Debbie Haldeman RCC Council

More information

Pavement Management Program

Pavement Management Program Pavement Management Program Public Works Department January 5, 2016 Chad Butzow, P.E. Deputy Director Field Operation Services Public Works Department Brian Martineau Pavement Manager Public Works Department

More information

INVESTIGATION OF THE ******* BICYLE CRASH

INVESTIGATION OF THE ******* BICYLE CRASH INVESTIGATION OF THE ******* BICYLE CRASH By: Lance E. Robson, P.E. April 16, 2010 INVESTIGATION OF THE ******* BICYLE CRASH ENGINEER'S REPORT April 16, 2010 1. INTRODUCTION This bicycle crash occurred

More information

Pavement Evaluation of the Nairobi Eastern By-Pass Road

Pavement Evaluation of the Nairobi Eastern By-Pass Road International Journal of Scientific and Research Publications, Volume 8, Issue 11, November 2018 547 Pavement Evaluation of the Nairobi Eastern By-Pass Road T. M. Nyang au, S. K. Mwea & P.K. Matheri Department

More information

HIR on Oklahoma Turnpikes

HIR on Oklahoma Turnpikes HIR on Oklahoma Turnpikes Tammy Robinson, P.E., Division Engineer EST, Inc. Stephen A. Cross, PhD, PE Professor, Oklahoma State Executive Director Pavement Recycling & Reclaiming Center HIR on Oklahoma

More information

City of Davis Pavement Management Program

City of Davis Pavement Management Program City of Davis Pavement Management Program Davis Street and Bike Path System 163 centerline miles of streets (33 million square feet) 34.6 miles of arterials 21% 22.8 miles of collectors 14% 103.9 miles

More information

2017 Temporary traffic control guidelines for pedestrians. v.2

2017 Temporary traffic control guidelines for pedestrians. v.2 2017 Temporary traffic control guidelines for pedestrians v.2 Temporary Traffic Control Guidelines for Pedestrians (2017) The safety and mobility of pedestrians, cyclists and motorists must be considered

More information

Cracking and Roughness of Asphalt Pavements Constructed Using Cement-Treated Base Materials

Cracking and Roughness of Asphalt Pavements Constructed Using Cement-Treated Base Materials Brigham Young University BYU ScholarsArchive All Theses and Dissertations 2006-03-20 Cracking and Roughness of Asphalt Pavements Constructed Using Cement-Treated Base Materials Jonathan Russell Hanson

More information

PAVEMENT AND ALIGNMENT DESIGN OF A NEW RURAL ROAD IN THE PROVINCE OF BOLOGNA

PAVEMENT AND ALIGNMENT DESIGN OF A NEW RURAL ROAD IN THE PROVINCE OF BOLOGNA Alma Mater Studiorum - Università di Bologna FACULTY OF ENGINEERING AND ARCHITECTURE International Master Course in Civil Engineering DICAM CIVIL ENGINEERING MASTER THESIS In Infrastructure Systems PAVEMENT

More information

Construction Specifications Manual

Construction Specifications Manual Isle of Wight County Pedestrian and Bicycle Master Plan Construction Specifications Manual Adopted August 20, 2009 Introduction The Isle of Wight County Pedestrian and Bicycle Facilities Master Plan was

More information

BI-DIRECTIONALS FREE-ACCESS

BI-DIRECTIONALS FREE-ACCESS BI-DIRECTIONALS FREE-ACCESS Dimensions may vary depending on design vehicle and turning movements. See GEO-650-Series for addtional details. SPECIAL Special situations, i.e., See Notes 4 & 5 wide streets,

More information

CHAPTER 16 PEDESTRIAN FACILITIES DESIGN AND TECHNICAL CRITERIA TABLE OF CONTENTS

CHAPTER 16 PEDESTRIAN FACILITIES DESIGN AND TECHNICAL CRITERIA TABLE OF CONTENTS CHAPTER 16 PEDESTRIAN FACILITIES DESIGN AND TECHNICAL CRITERIA TABLE OF CONTENTS Section Title Page 16.1 General... 16-1 16.1.1 AASHTO Reference... 16-1 16.1.2 ADA Requirements... 16-1 16.2 Sidewalks...

More information

Accuracy and Precision of High-Speed Field Measurements of Pavement Surface Rutting and Cracking

Accuracy and Precision of High-Speed Field Measurements of Pavement Surface Rutting and Cracking Accuracy and Precision of High-Speed Field Measurements of Pavement Surface Rutting and Cracking Pedro A. Serigos, MSE, MSStat - serigosp@utexas.edu Jorge A. Prozzi, PhD Andre de Fortier Smit, PhD Mike

More information

Sponsored by the Office of Traffic and Safety of the Iowa Department of Transportation NOVEMBER 2001 CTRE

Sponsored by the Office of Traffic and Safety of the Iowa Department of Transportation NOVEMBER 2001 CTRE PAVED SHOULDERS ON PRIMARY HIGHWAYS IN IOWA: AN ANALYSIS OF SHOULDER SURFACING CRITERIA, COSTS, AND BENEFITS EXECUTIVE SUMMARY Sponsored by the Office of Traffic and Safety of the Iowa Department of Transportation

More information

PM2 Pavement SOP Overview. RPUG 2017 Denver, CO November 15, 2017

PM2 Pavement SOP Overview. RPUG 2017 Denver, CO November 15, 2017 PM2 Pavement SOP Overview RPUG 2017 Denver, CO November 15, 2017 1 Introduction/Overview SOP Background Metrics, Thresholds, and Measures Targets and Measures Required HPMS Data Elements Bridge Exclusion

More information

Bids MAY 24, 2018 AT 2:00 P.M. (EASTERN) (Estimated Cost: $7,500,000.00)

Bids MAY 24, 2018 AT 2:00 P.M. (EASTERN) (Estimated Cost: $7,500,000.00) General Info Number: PROJECT NO. 43-18-02 Description: BRIDGE DECK REPAIR AND REHABILITATION PERRYSBURG-HOLLAND ROAD OVER THE OHIO TURNPIKE, M.P. 59.0 HESSVILLE ROAD OVER THE OHIO TURNPIKE, M.P. 84.4 LUCAS

More information

Legislative Update Williamsburg Residency

Legislative Update Williamsburg Residency Hampton Roads District Legislative Update Williamsburg Residency Jim Brewer, Resident Administrator 757-253-5140 Projects Under Way Warwick Boulevard Project http://www.warwickboulevard.org/ Contractors:

More information

Update on Performance of Thin Asphalt Overlays

Update on Performance of Thin Asphalt Overlays Update on Performance of Thin Asphalt Overlays Pennsylvania Asphalt Pavement Association 55 th Annual Conference Mansour Solaimanian Penn State University 1 Outline Thin Asphalt Overlay Pilot Projects

More information

SECTION 48 - TRAFFIC STRIPES AND PAVEMENT MARKINGS TABLE OF CONTENTS

SECTION 48 - TRAFFIC STRIPES AND PAVEMENT MARKINGS TABLE OF CONTENTS SECTION 48 - TRAFFIC STRIPES AND PAVEMENT MARKINGS TABLE OF CONTENTS Section Page 48-1 GENERAL...48.1 48-2 THERMOPLASTIC TRAFFIC STRIPES AND PAVEMENT MARKINGS...48.1 48-3 PAINTED TRAFFIC STRIPES AND PAVEMENT

More information

PARDON OUR DUST. Arlington Boulevard (Route 50), 10 th Street and Courthouse Road Interchange (ARRA) Project No. (FO) , C501, B612, B611

PARDON OUR DUST. Arlington Boulevard (Route 50), 10 th Street and Courthouse Road Interchange (ARRA) Project No. (FO) , C501, B612, B611 PARDON OUR DUST Arlington Boulevard (Route 50), 10 th Street and Courthouse Road Interchange (ARRA) Project No. (FO) 0050-000-728, C501, B612, B611 WELCOME Larry Tomlinson, P.E., L.S. Area Construction

More information

Restoration Requirements

Restoration Requirements Restoration Requirements Street Excavation Rules & Regulations Public Works Code Article 2.4 DPW Order 178,940 Regulations Article 2.4 of the Public Works Code requires any person excavating in the Public

More information

ROLLER COMPACTED CONCRETE DESIGN AND CONSTRUCTION FOR INTERMODAL TERMINALS

ROLLER COMPACTED CONCRETE DESIGN AND CONSTRUCTION FOR INTERMODAL TERMINALS ROLLER COMPACTED CONCRETE DESIGN AND CONSTRUCTION FOR INTERMODAL TERMINALS James N. McLeod, P.Eng. Regional Manager - Rail Adam Laughlin, EIT Project Engineer Telephone: (780) 486-7000 Fax: (780) 486-7070

More information

DISTRIBUTION: Electronic Recipients List TRANSMITTAL LETTER NO. (13-01) MINNESOTA DEPARTMENT OF TRANSPORTATION. MANUAL: Road Design English Manual

DISTRIBUTION: Electronic Recipients List TRANSMITTAL LETTER NO. (13-01) MINNESOTA DEPARTMENT OF TRANSPORTATION. MANUAL: Road Design English Manual DISTRIBUTION: Electronic Recipients List MINNESOTA DEPARTMENT OF TRANSPORTATION DEVELOPED BY: Design Standards Unit ISSUED BY: Office of Project Management and Technical Support TRANSMITTAL LETTER NO.

More information

DETECTABLE WARNING SURFACES SHALL BE PROVIDED AT THE FOLLOWING LOCATIONS ON PEDESTRIAN ACCESS ROUTES:

DETECTABLE WARNING SURFACES SHALL BE PROVIDED AT THE FOLLOWING LOCATIONS ON PEDESTRIAN ACCESS ROUTES: GENERAL NOTES: CURB NOTES: 5'-0" MIN 5'-0" 5'-0" MIN 1. 2. THESE SHEETS ARE IN ACCORDANCE WITH THE AMERICANS WITH DISABILITIES ACT (ADA), AND THE REQUIREMENTS OF THE 2011 PROPOSED ACCESSIBILITY GUIDELINES

More information

Pavement Type Selection Not a Black or White Issue. Marvin Traylor

Pavement Type Selection Not a Black or White Issue. Marvin Traylor 1 Pavement Type Selection Not a Black or White Issue Marvin Traylor 2 A Modern Life Cycle Cost Analysis Initial Costs Out Year Costs User Delay Costs 3 Score Card PCC HMA Initial Costs Out Year Costs User

More information

Maintenance of Roads in Pakistan

Maintenance of Roads in Pakistan Maintenance of Roads in Pakistan NHA s Perspective BY Engr. Tabjeel Ashraf P.E., BSc. (Civil Engg), MSc (Civil Engg), MPM MPEC,MPMI, MIEP, MASCE Presented at Institution of Engineers Pakistan (IEP) Islamabad

More information

Presented to: Louisiana Transportation Conference February 26, Presenter: Corey Zollinger, P.E

Presented to: Louisiana Transportation Conference February 26, Presenter: Corey Zollinger, P.E Presented to: Louisiana Transportation Conference February 26, 2018 Presenter: Corey Zollinger, P.E. - 1 - AGENDA What is Roller Compacted Concrete, Where has it Been Used, and Why? RCC Construction Process

More information

City of West Des Moines PAVEMENT MANAGEMENT SYSTEM

City of West Des Moines PAVEMENT MANAGEMENT SYSTEM City of West Des Moines PAVEMENT MANAGEMENT SYSTEM 12/11/2018 Municipal Street Seminar (11-14-2018) JEFF NASH 1 City Background Information: - West Des Moines current census Population is around 66,000

More information

RESISTANCE OF COMPACTED ASPHALT MIXTURE TO MOISTURE INDUCED DAMAGE (Kansas Test Method KT-56)

RESISTANCE OF COMPACTED ASPHALT MIXTURE TO MOISTURE INDUCED DAMAGE (Kansas Test Method KT-56) 5.9.56 RESISTANCE OF COMPACTED ASPHALT MIXTURE TO MOISTURE INDUCED DAMAGE (Kansas Test Method ) 1. SCOPE This test covers preparation of specimens and measurement of the change of tensile strength resulting

More information

Concrete Pavements ACCELERATED CONSTRUCTION OF URBAN INTERSECTIONS WITH PORTLAND CEMENT CONCRETE PAVEMENT (PCCP)

Concrete Pavements ACCELERATED CONSTRUCTION OF URBAN INTERSECTIONS WITH PORTLAND CEMENT CONCRETE PAVEMENT (PCCP) Concrete Pavements ACCELERATED CONSTRUCTION OF URBAN INTERSECTIONS WITH PORTLAND CEMENT CONCRETE PAVEMENT (PCCP) Pavements Asphalt pavement has long been a popular road construction material. In areas

More information

Pavement Management Report. City Council Meeting of May 21, 2013

Pavement Management Report. City Council Meeting of May 21, 2013 Pavement Management Report City Council Meeting of May 21, 2013 Previous Meetings Summary In February, we presented the 2012 pavement survey and our consultant presented general pavement management strategies

More information

B741 - TEMPORARY CONCRETE BARRIERS - OPSS 741

B741 - TEMPORARY CONCRETE BARRIERS - OPSS 741 B741 - - OPSS 741 741.1 GENERAL Temporary concrete barrier (TCB) is a portable barrier system consisting of freestanding precast concrete segments that are positively connected together to form a continuous

More information

North Dakota Department of Transportation. Certification Renewal Program Flexible Pavement Smoothness Tolerance

North Dakota Department of Transportation. Certification Renewal Program Flexible Pavement Smoothness Tolerance North Dakota Department of Transportation Certification Renewal Program 2010-2011 Flexible Pavement Smoothness Tolerance Special Provision Status Flexible Pavement Surface Tolerance In Addition to Standard

More information

ADOT Maintenance Data Collection Guide

ADOT Maintenance Data Collection Guide ADOT Maintenance Data Collection Guide January 1, 2009 Prepared for Arizona Department of Transportation Prepared by Jani Demaree and Cambridge Systematics, Inc. 100 CambridgePark Drive, Suite 400 ADOT

More information

Advanced Construction Techniques. Concrete Pavements ACCELERATED CONSTRUCTION OF URBAN INTERSECTIONS WITH PORTLAND CEMENT CONCRETE PAVEMENT (PCCP)

Advanced Construction Techniques. Concrete Pavements ACCELERATED CONSTRUCTION OF URBAN INTERSECTIONS WITH PORTLAND CEMENT CONCRETE PAVEMENT (PCCP) CM 510 Concrete Pavements ACCELERATED CONSTRUCTION OF URBAN INTERSECTIONS WITH PORTLAND CEMENT CONCRETE PAVEMENT (PCCP) Pavements Asphalt pavement has long been a popular road construction material. In

More information

ASPHALT PAVING LEVEL 1

ASPHALT PAVING LEVEL 1 ASPHALT PAVING LEVEL 1 Module 3: Yield Calculations: Tack Coat and Mix Spread Rate FDOT Course Module 3 1 Welcome the students to the third module in this course that covers tack coat and mix spread rates,

More information

Forensic Analysis of a 22-Year Old 35% RAP Interstate Project

Forensic Analysis of a 22-Year Old 35% RAP Interstate Project Forensic Analysis of a 22-Year Old 35% RAP Interstate Project Jo SiasDaniel Kelly Barry North Eastern States Materials Engineers Association Meeting October 23, 2013 1 1 Field Sections Paved in 1987 I-93

More information

PEDESTRIAN FENCE TABLE OF CONTENTS CHAPTER 30

PEDESTRIAN FENCE TABLE OF CONTENTS CHAPTER 30 TABLE OF CONTENTS CHAPTER 30 FILE NO. TITLE DATE TABLE OF CONTENTS AND INTRODUCTION 30.TOC-1 Table of Contents Chapter 30... 18May2016 30.00-1 Introduction Chapter 30... 18May2016 APPLICATIONS AND DOCUMENTATION

More information

Tack Coat Effect on Field Performance. February 3rd, 2015 NCAUPG/ICT Joint Meeting

Tack Coat Effect on Field Performance. February 3rd, 2015 NCAUPG/ICT Joint Meeting Tack Coat Effect on Field Performance February 3rd, 2015 NCAUPG/ICT Joint Meeting Bonded Pavement Experimentation What happens if significantly higher application rates are used? What forms of distress

More information

Truck Climbing Lane Traffic Justification Report

Truck Climbing Lane Traffic Justification Report ROUTE 7 (HARRY BYRD HIGHWAY) WESTBOUND FROM WEST MARKET STREET TO ROUTE 9 (CHARLES TOWN PIKE) Truck Climbing Lane Traffic Justification Report Project No. 6007-053-133, P 101 Ι UPC No. 58599 Prepared by:

More information

Driveway Design Criteria

Driveway Design Criteria Design Manual Chapter 5 - Roadway Design 5L - Access Management 5L-4 Driveway Design Criteria A. General For efficient and safe operations, access drives and minor public street intersections can be improved

More information

WORK ZONE TRAFFIC CONTROL PROCEDURES AND GUIDELINES FOR SCDOT MAINTENANCE ACTIVITIES

WORK ZONE TRAFFIC CONTROL PROCEDURES AND GUIDELINES FOR SCDOT MAINTENANCE ACTIVITIES WORK ZONE TRAFFIC CONTROL PROCEDURES AND GUIDELINES FOR SCDOT MAINTENANCE ACTIVITIES April 1, 2017 WORK ZONE TRAFFIC CONTROL PROCEDURES AND GUIDELINES FOR SCDOT MAINTENANCE ACTIVITIES Table of Contents

More information

Roundabout Evaluations in Virginia: US 15/US 50 Gilberts Corner, VA SR 106/SR 634 Prince George County, VA

Roundabout Evaluations in Virginia: US 15/US 50 Gilberts Corner, VA SR 106/SR 634 Prince George County, VA Roundabout Evaluations in Virginia: US 15/US 50 Gilberts Corner, VA SR 106/SR 634 Prince George County, VA VDOT & FHWA Roundabout Workshop September 17, 2013 Chris Tiesler, PE Presentation Outline US 15/US

More information

Why We do Preventive Maintenance

Why We do Preventive Maintenance Why We do Preventive Maintenance James S. Moulthrop, P.E. Executive Director FP 2 Inc. North Dakota Asphalt Conference March 28-29, 2017 Bismarck, ND Presentation Outline What is FP 2 Inc.? Mission Preventive

More information

SECTION 48 - TRAFFIC STRIPES AND PAVEMENT MARKINGS TABLE OF CONTENTS

SECTION 48 - TRAFFIC STRIPES AND PAVEMENT MARKINGS TABLE OF CONTENTS SECTION 48 - TRAFFIC STRIPES AND PAVEMENT MARKINGS TABLE OF CONTENTS Section Page 48-1 GENERAL... 48.1 48-2 THERMOPLASTIC TRAFFIC STRIPES AND PAVEMENT MARKINGS... 48.1 48-3 PAINTED TRAFFIC STRIPES AND

More information

Available online at ScienceDirect. Transportation Research Procedia 14 (2016 )

Available online at   ScienceDirect. Transportation Research Procedia 14 (2016 ) Available online at www.sciencedirect.com ScienceDirect Transportation Research Procedia 14 (2016 ) 3021 3030 6th Transport Research Arena April 18-21, 2016 Application of the HDM-4 model on local road

More information

TRAFFIC CONTROL DEVICES

TRAFFIC CONTROL DEVICES TRAFFIC CONTROL DEVICES SIGNS Temporary traffic control work zone signs include regulatory, warning and guide signs utilized to provide regulations, warnings and guidance information to road users impacted

More information

Name Roads Station Distance Miles

Name Roads Station Distance Miles Name Roads Station Distance Miles Saw Mill to San Mateo 62+00 to 135+00 1.382575758 San Mateo to Alamo 135+00 to 261+50 2.395833333 Alamo to NM 599 261+50 to 305+00 0.823863636 Sidewalk and Curb Only Rabbit

More information

City of Fairfax, Virginia City Council Work Session

City of Fairfax, Virginia City Council Work Session City of Fairfax, Virginia City Council Work Session Agenda Item # 4c City Council Meeting 6/2/2015 TO: FROM: SUBJECT: Honorable Mayor and Members of City Council Robert Sisson, City Manager Discussion

More information

County of Sacramento Standard Construction Specifications January 1, 2008 TECHNICAL PROVISIONS

County of Sacramento Standard Construction Specifications January 1, 2008 TECHNICAL PROVISIONS County of Sacramento Standard Construction Specifications January 1, 2008 TECHNICAL PROVISIONS SECTION 48 TRAFFIC STRIPES AND PAVEMENT MARKINGS 48-1 GENERAL Traffic stripes and pavement markings shall

More information

Geometric Design Tables

Geometric Design Tables Design Manual Chapter 5 - Roadway Design 5C - Geometric Design Criteria 5C-1 Geometric Design Tables A. General The following sections present two sets of design criteria tables - Preferred Roadway Elements

More information

TRANSPORTATION & INDUSTRIAL ACCESS STUDY PHASE II GENESEE TRANSPORTATION COUNCIL

TRANSPORTATION & INDUSTRIAL ACCESS STUDY PHASE II GENESEE TRANSPORTATION COUNCIL TRANSPORTATION & INDUSTRIAL ACCESS STUDY PHASE II GENESEE TRANSPORTATION COUNCIL MONROE COUNTY VILLAGE SQUARE FINAL CONCEPT-LEVEL STRATEGY REPORT I. Introduction The purpose of this report is to recommend

More information

Full Depth Reclamation ALDOT FDR Requirements Lyndi D. Blackburn, PE

Full Depth Reclamation ALDOT FDR Requirements Lyndi D. Blackburn, PE Full Depth Reclamation ALDOT FDR Requirements Lyndi D. Blackburn, PE Assistant Materials and Tests Engineer Alabama Department of Transportation Bureau of Materials and Tests 110 + MILES ALDOT FDR TOTALS

More information

Shoulders. Chapter 4: chapter contents

Shoulders. Chapter 4: chapter contents Chapter 4: Shoulders chapter contents Characteristics of Well-Maintained Shoulders 73 Optimal Timing/Conditions for Maintenance 73 Shoulder Maintenance Issues 74 Shoulder Maintenance Activities 75 Repairing

More information