AEMA-ARRA-ISSA-PPRA Fall Meeting Recycling, Ayrton Senna Highway Brasil, & USA
|
|
|
- Amos Miles
- 5 years ago
- Views:
Transcription
1 AEMA-ARRA-ISSA-PPRA Fall Meeting 2015 Recycling, Ayrton Senna Highway Brasil, & USA
2 CCPR (Cold Central Plant Recycling) 2012: The Ayrton Senna Highway in Brazil was rehabilitated under challenging conditions by using the Wirtgen Cold Recycling technology in plant. Sao Paulo: a city with more than 20 million citizen. 2
3 CCPR (Cold Central Plant Recycling) AYRTON SENNA HIGHWAY KMA 220 Ayrton Senna Highway in Sao Paulo / Brazil 3
4 LOCAL BAR
5 CCPR (Cold Central Plant Recycling) Ayrton Senna Highway / Brazil: 8-lane divided facility Brazil s most heavily trafficked highway 5
6 CCPR (Cold Central Plant Recycling) Ayrton Senna Highway / Brazil: Pavement condition after standard rehabilitation procedure Mill and Fill 6
7 CCPR (Cold Central Plant Recycling) ADT > 250,000vpd (15% Trucks) (OUTER RECYCLED LANE > 15,000 trucks / day in each direction) Milling & Replacing 4 ins HMA lasts < 3 months Lane closure only between 21:00 05:00 Ayrton Senna Highway / Brazil: Traditional Rehabilitation / Traffic Loading
8 CCPR (Cold Central Plant Recycling) HMA ± 4 ins CEMENTED CRUSHED STONE (G2) ± 10 ins CRUSHED STONE (G2) ± 8 ins SELECTED COARSE GRAVEL (G6) ± 8 ins EMBANKMENT (RIVER LEEVEE) (G7) Semi-infinite Results of pavement investigations 8
9 Rehabilitation options ins HMA? BSM-b 2 ins 4 ins HMA BSM-a 8 ins Nominal
10 Step 1 - mill off asphalt layers 4 ins
11 Construction sequence Ayrton Senna Highway / Brazil: Milling of the asphalt layer (4 ins) at night 11
12 Construction sequence Ayrton Senna Highway / Brazil: Crushing screened RAP 1 ins minus 12
13 Construction sequence KMA 220 Sized RAP loaded to CCPR (Cold Central Plant Recycler) BSM (Bitumen Stabilised Material) Mix Design: 2.5% Foamed Asphalt + 1.5% Cement 13
14 Step 2 - mill and remove CTB layer 10 ins
15 Construction sequence Ayrton Senna Highway / Brazil: Mill & Remove 10 ins CTB layer in one pass 15
16 Construction sequence Ayrton Senna Highway / Brazil: Paving of the first BSM layer with a thickness of 8 ins 16
17 Construction sequence Ayrton Senna Highway / Brazil: The BSM layer is levelled and pre-compacted with an asphalt paver 17
18 Construction sequence Ayrton Senna Highway / Brazil: Full depth (8ins) compaction of the BSM material with a padfoot roller 18
19 Construction sequence Ayrton Senna Highway / Brazil: Final compaction with a tandem steel drum roller 19
20 Construction sequence Ayrton Senna Highway / Brazil: Paving the second BSM layer 4 ins 20
21 Construction sequence Ayrton Senna Highway / Brazil: 4 ins BSM layer after final compaction. Ready for the asphalt overlay. 21
22 Finish Pave 2 ins HMA 2 ins HMA (gap-graded / fine mix) Rockfill where heaving was detected.
23 Construction sequence Ayrton Senna Highway / Brazil: A tack coat is applied between the BSM and the asphalt layer 23
24 Construction sequence Ayrton Senna Highway / Brazil: Pave 2 ins HMA 24
25 Construction sequence Ayrton Senna Highway / Brazil: 25
26 Monitoring Ayrton Senna Highway / Brazil: two months under heavy traffic 26
27 Monitoring Average: 0.45 mm 0.34 mm Before rehab After rehab Deflection decrease from average 0.45 mm to 0.34 mm
28 Monitoring June months after construction Est traffic > 9.0 million trucks
29 Decision to Proceed Confidence in Concept
30 Interstate I-81 30,000 VPD 8,000 trucks Continual maintenance problem due to poor base materials I-81 Virginia DoT Recycling Alternative FIRST MULTI RECYCLING/STABILISATION PROCESS IN N.AMERICA
31 10 ins Asphalt layers Poor Clay Support Native Mill & Fill Maintenance, limited success Cracks reflecting back after 6 months
32 ALTERNATE FOAMED ASPHALT STABILISED BASE PROPOSAL Re-Construction Design Material Structural Thickness S.N Coefficient SMA IM-19.0D BM DGAB 21B Proposed Recycling Alternative Material Structural Thickness S.N Coefficient SMA IM-19.0D FBSB LSSB OGB Total Total FBSB Foamed Bitumen Stabilised Base LSSB Lime Stabilised Base
33 I81 Truck Lane
34 Milling 10ins depth Lime Stabilisation 12ins depth 100% Recycle Millings Pave Recycled Millings as Base
35 I81 Fast Lane
36 Phase 2: LH Fast Lane Cold In Place Recycle Depth 5 Width % Foamed Bitumen Pave with attached AB375T screed
37 Concept Summary Right Lane Traffic 7.8 million trucks 20.2 million cars Left Lane Traffic (overtaking lane) 1.6 million trucks 3.8 million cars August 2015 (4 years)
38 Economics of Recycling Questions Can we recycle and save $ Do we lose performance YES SAVE $$ NO LOSS OF PERFORMANCE WELL ENGINEERED PRODUCT
39
Low Traffic Volume LR 159 Low Traffic Preservation
Pavement Preservation Group Study Findings Adriana Vargas, Ph.D. PG Study State DOTs must preserve existing infrastructure with limited resources Preservation treatments can extend life of pavement Insufficient
Best Practices for Smoothness & Density
Best Practices for Smoothness & Density 55 th Annual Paving Conference Presented by Todd Mansell, CAT Paving Outline 1. Paver Setup Smoothness 2. Balanced Paving Paver & Roller Speed Paver operation 3.
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
RoadNews 14 // September VÖGELE pavers rehabilitate race track in Brno, Czech Republic. Paving at Top Speed
VÖGELE pavers rehabilitate race track in Brno, Czech Republic. Paving at Top Speed VÖGELE pavers rehabilitate race track in Brno, Czech Republic. Paving at Top Speed Seite 1/11 Job Site Details 1/2 Rehabilitation
I-64 BATTLEFIELD BLVD: PERFORMANCE MEETS EXPECTATION
I-64 BATTLEFIELD BLVD: PERFORMANCE MEETS EXPECTATION Affan Habib, P.E., Pavement Program Manager March 1, 2019 Presentation Outline 1. Introduction 2. Project Descriptions 3. Pavement Performance 4. Predicted
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:
SUPERPAVE Construction Lessons Learned. NEAUPG Annual Meeting Wilkes-Barre, PA October 23, 2003
SUPERPAVE Construction Lessons Learned NEAUPG Annual Meeting Wilkes-Barre, PA October 23, 2003 SUPERPAVE Construction Lessons Learned LESSON #1 Lesson #1 What is this Stuff? Lesson #1 What is This Stuff?
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 -
BEST PRACTICE FOR COMPACTING WARM AND HOT MIX ASPHALT NEAUPG OCTOBER 7,2009
BEST PRACTICE FOR COMPACTING WARM AND HOT MIX ASPHALT NEAUPG OCTOBER 7,2009 DAILY SAFETY-QUALITY- PRODUCTION EVERY PROJECT EVERY DAY EVERY TON 101 COST SAVING IDEAS FROM NAPA WARM MIX ASPHALT RAP STOCKPILE
Managing Density For Asphalt Pavement
Managing Density For Asphalt Pavement 1 Density vs. Pavement Performance 2 Cost of Compaction Least expensive part of the process Compaction adds little to the cost of a ton of asphalt Importance of Compaction
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
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
Downloaded from Downloaded from /1
VI SEMESTER FINAL EXAMINATION-2003 Q. [1] [a] Draw a right angle four-arm intersection of two roads and show various conflicts points if [a] both roads are with way movements, and [b] one road is with
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
Compaction Theory and Best Practices
Compaction Theory and Best Practices 2017 Idaho Asphalt Conference Moscow Idaho October 26, 2017 Dave Johonson, P.E. Senior Regional Engineer Asphalt Institute Understanding the Importance of Density 1
WYDOT DESIGN GUIDES. Guide for. Non-NHS State Highways
WYDOT DESIGN GUIDES Guide for Non-NHS State Highways 2014 GUIDE FOR Non-NATIONAL HIGHWAY SYSTEM (Non-NHS) STATE HIGHWAYS PRESERVATION REHABILITATION RECONSTRUCTION INTRODUCTION This Guide is directed to
CTH M HIGHWAY PROJECT CTH Q to STH 113
CTH M HIGHWAY PROJECT CTH Q to STH 113 PUBLIC INFORMATIONAL MEETING #3 Wednesday, May 25, 2005 Town of Westport Administration Building 5387 Mary Lake Road 6:00 p.m. to 8:00 p.m. PUBLIC INFORMATIONAL MEETING
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
T-24. A Practical Approach to Managing Density
T-24 A Practical Approach to Managing Density PRESENTED BY: TODD MANSELL, CATERPILLAR March 22-24, 2016 Nashville, TN www.worldofasphalt.com Why do we chase density instead of manage it? Lack of training
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
Rennick Yard Roller-Compacted Concrete Pavement
RCC Pavement Council Rennick Yard Roller-Compacted Concrete Pavement February 12, 2016 Submitted By: NCE 1885 S. Arlington Ave., Suite 111 Reno, NV 89509 Phone: 775.329.4955 Site Plan and Pavement Sections
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
Construction Stabilizing Area*
Project Length (miles) Nominal Area* (SY) WK Construction American Asphalt Tri County Paving Northeast Asphalt The Kraemer Co. Merrill Gravel & Construction Bid No. Project Limits and Scope of Work Anticipated
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
WYDOT DESIGN GUIDES. Guide for. NHS Arterial (Non-Interstate)
WYDOT DESIGN GUIDES Guide for NHS Arterial (Non-Interstate) 2014 GUIDE FOR NATIONAL HIGHWAY SYSTEM (NHS) HIGHWAYS (NHS ARTERIALS, Non-Interstate) PRESERVATION REHABILITATION RECONSTRUCTION INTRODUCTION
1. SCOPE 2. REFERENCED DOCUMENTS. 2.1 SC Test Methods SC-T Forms SCDOT Electronic Forms SUMMARY OF TEST METHOD
Standard Method of Test for Field Determination of Target Density for Plant Produced Asphalt Mix by Use of the Control Strip Technique SCDOT Designation: SC-T-65 (08/18) 1. SCOPE 1.1 This test method is
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
Site Visit August 1, Presentation developed by J. Mahoney, University of Washington
Site Visit August 1, 2007 Presentation developed by J. Mahoney, University of Washington General Information 95 km long section of Highway 99 from West Vancouver to Whistler. British Columbia Ministry
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
Stop Chasing & Start Managing Density
Stop Chasing & Start Managing Density Session: TH-78 Presented by: Todd Mansell, Caterpillar Inc. What is chasing density Measuring, then thumbs up or thumbs down Roller move on www.conexpoconagg.com 2
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
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
DEVELOPMENT OF A PAVEMENT REHABILITATION STRATEGY FOR NATIONAL ROADS IN QUEENSLAND
DEVELOPMENT OF A PAVEMENT REHABILITATION STRATEGY FOR NATIONAL ROADS IN QUEENSLAND Presenter: Tyrone Toole, ARRB Group Scope Background Objectives Road network data and analysis Current and potential investment
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
Free Floating Screed. Screed Weight Forward Motion. Head of Material. Material Stability. Angle of Attack
Free Floating Screed Screed Weight Forward Motion Material Stability Head of Material Angle of Attack Stability of the Mix Stability of Mix is Critical. Temperature Changes in Mix Can Effect Mat Being
Lake Waterford Community Association Meeting. November 15, 2016
Lake Waterford Community Association Meeting November 15, 2016 Introduction Staff Introduction Project Overviews - Completed Projects - Pavement Management Program - Pasadena Road Sidewalk Improvements
MAKE YOUR RESERVATIONS EARLY!
WELCOME Building upon the momentum of the Pavement Preservation & Recycling Summit held in Paris, France, this past February, we have a unique experience and impressive program planned for PPRA 2015 on
SECTION [ ] [02730] STABILIZED DECOMPOSED GRANITE SURFACING
![SECTION [ ] [02730] STABILIZED DECOMPOSED GRANITE SURFACING](/thumbs/74/71116705.jpg "SECTION [ ] [02730] STABILIZED DECOMPOSED GRANITE SURFACING")
SECTION [32 15 40] [02730] STABILIZED DECOMPOSED GRANITE SURFACING EDIT SPECIFICATION: Edit the following guide specification to comply with project requirements. This document is available in word processing
Advantages & Specifications for the Use of Perma-Patch for the Repair of Potholes
Advantages & Specifications for the Use of Perma-Patch for the Repair of Potholes The Pothole Solution... p.2 Specifications... p.3 Using Perma-Patch in Severe Weather... p.4 www.permapatch.com Frequently
S.R. 3009, Section A20 South Park & Logan Road Intersection Improvement Project
Open House Public Meeting S.R. 3009, Section A20 South Park & Logan Road Intersection Improvement Project Municipality of Bethel Park, Allegheny County Bethel Park Municipal Building 5001 West Library
Introduction to Full Depth Asphalt Repairs. Setting Work Processes for a Quality Job Start in time to finish prior to Winter!
Introduction to Full Depth Asphalt Repairs Setting Work Processes for a Quality Job Start in time to finish prior to Winter! Asphalt Pothole and Patching Repairs Smaller Repairs! Where do Potholes come
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
9 QUALITY ASSURANCE PROCEDURES
9 QUALITY ASSURANCE PROCEDURES Random Numbers Design Mix Formula Lot/Sublot -- QC/QA HMA and SMA Acceptance Samples Adjustment Period -- QC/QA HMA and SMA Mixture Acceptance QC/QA HMA HMA SMA Pay Factors
Asphalt Recycling and Pavement Preservation in Hillsborough County, Florida
Asphalt Recycling and Pavement Preservation in Hillsborough County, Florida Roger Cox, P.E. Manager coxw@hillsboroughcounty.org 813.272.5912 Public Works Department Systems Planning Discussion Points Hillsborough
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
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
New Mexico Transportation Funding Challenges
New Mexico Transportation Funding Challenges Rocky Mountain Pavement Preservation Partnership Meeting October 29-31, 2008 Ernest Archuleta, P.E. Field Operations Division Director 1 NMDOT DISTRICT OFFICES
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
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
Kentucky Transportation Center
Kentucky Transportation Center TECHNICAL ASSISTANCE REPORT Forensic Pavement Evaluation for US 31 W, Jefferson County, Kentucky KTC TA-15 02/KH91 14 1F DOI: http://dx.doi.org/10.13023/ktc.ta.2015.02 Author(s):
Burns Cooley Dennis, Inc. Geotechnical and Materials Engineering Consultants Performance of Permeable Friction Courses NCHRP 9-41
Burns Cooley Dennis, Inc. Geotechnical and Materials Engineering Consultants Performance of Permeable Friction Courses NCHRP 9-41 L. Allen Cooley, Jr. Presentation Outline Definition Benefits Maintenance
Study of the Effects of Buried Pipe Integrity on Roadway Subsidence
Pipe-RU6558 Study of the Effects of Buried Pipe Integrity on Roadway Subsidence FINAL REPORT October 2005 Submitted by Dr. Husam Najm * Professor Dr. Ali Maher * Professor/Director Dr. Nenad Gucunski *
BASICS OF ASPHALT PAVING: SCREEDS. Kevin Jeske Great Lakes Regional Manager
BASICS OF ASPHALT PAVING: SCREEDS Kevin Jeske Great Lakes Regional Manager CONSTRUCTING QUALITY PAVEMENTS Whether its new construction or rehabilitation, these key steps are necessary to ensure a good
High Performance Racetracks
High Performance Racetracks Good for a Racetrack, Good for a Highway? 38 th Annual Rocky Mountain Asphalt Conference and Equipment Show Brian D. Prowell, Ph.D., P.E. Road Courses Advanced Materials Services
RECENT ADVANCES AND USES OF ROLLER COMPACTED CONCRETE PAVEMENTS IN THE UNITED STATES
RECENT ADVANCES AND USES OF ROLLER COMPACTED CONCRETE PAVEMENTS IN THE UNITED STATES C. Zollinger Paving Solutions, CEMEX, Inc, Houston, TX USA Coreyj.zollinger@cemex.com ABSTRACT Roller Compacted Concrete
MAG Town of Cave Creek Bike Study Task 6 Executive Summary and Regional Significance Report
Page 1 MAG Town of Cave Creek Bike Study Task 6 Executive Summary and Regional Significance Report August 1, 2012 MAG Project #481 Page 2 Task 6 Executive Summary and Regional Significance Report Introduction
REVISION 2 VIRGINIA WORK AREA PROTECTION MANUAL. Ginger Quinn & Paul Kelley April 11, 2018
REVISION 2 VIRGINIA WORK AREA PROTECTION MANUAL Ginger Quinn & Paul Kelley April 11, 2018 ADA & District Traffic Engineer Added in various sections Work Zone Pedestrian and Bicycle Guidance document VDOT
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,
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)
Highway Committee MINUTES OF MEETING August 22, 2016
Highway Committee MINUTES OF MEETING August 22, 2016 Meeting of the Highway Standing Committee of the Chemung County Legislature Minutes of a meeting of the Highway Committee of the Chemung County Legislature
Uphill / Downhill. Super Elevations. Wide-Width 2/15/2016. March 22-24, 2016 Nashville, TN
Uphill / Downhill Wide-Width 1 Uphill Issue Loss of traction Downhill Issue Spills caused by truck rollaway Uphill Paving Obvious things Apply correct amount of tack Wait for tack to break 2 Uphill Paving
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
SUPPORTING NOTES FOR THE EVALUATION OF UNBOUND ROAD BASE AND SUB-BASE AGGREGATES
SUPPORTING NOTES FOR THE EVALUATION OF UNBOUND ROAD BASE AND SUB-BASE AGGREGATES (These notes are guidelines only and must not be included in the Contract Documents). 1. SCOPE These Notes are guidelines
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
Rigby / Jefferson County Transportation Plan
Rigby / Jefferson County Transportation Plan 105085/07-863 Chapter 1 - Introduction... 1 Chapter 2 - Rigby / Jefferson County Highway System... 5 Chapter 3 Condition of the Existing Roadway System...
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
Chapter 3 DESIGN SPECIFICATIONS
Brampton PathWays Planning and Design Guidelines 27 Chapter 3 DESIGN SPECIFICATIONS 3.1 CLASS 1 MULTI-USE PATH Off-road multi-use trails are the backbone of the Brampton PathWays Network. They are typically
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
Geocells. Sundeep Inti Vivek Tandon
Geocells Sundeep Inti Vivek Tandon Need for Reinforcement Shortage of Good Quality Material Pavement Thickness Limitations Reduced Financial Resources Presto Geocells Used Tenex Laboratory Evaluation Plan
Aldridge Transportation Consultants, LLC Advanced Transportation Planning and Traffic Engineering
Advanced Transportation Planning and Traffic Engineering John M.W. Aldridge, PE, PTOE, AICP 1082 Chimney Rock Road Colorado Licensed Professional Engineer Highlands Ranch, CO 80126 303-703-9112 Mobile:
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,
Challenges of Tack Coat
Challenges of Tack Coat Jim Weston Pavement Implementation Engineer Lynn Peterson Secretary of Transportation The 53 rd Idaho Asphalt Conference Moscow, ID October 24, 2013 What is tack coat and why use
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
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
OLIVE AVENUE CLASS 2 BIKE LANES HSIP, CIP PROJECT NO CONSTRUCTION CONTRACT AWARD
STAFF REPORT MEETING DATE: June 7, 2016 TO: FROM: City Council Russ Thompson, Public Works Director Gosia Woodfin, Assistant Engineer 922 Machin Avenue Novato, CA 94945 415/ 899-8900 FAX 415/ 899-8213
COTA Project Data. Quantities Track Asphalt 50,000 ton base 18,000 ton binder 22,000 ton wearing. Bid/Contract Documents. Austin Industries.
Circuit of the Americas Purpose built Formula 1 Race Track Completion Date: November 2012 ~ $350M Southeast Austin 1,100 Acre Site 3.4 Mile Track 1 st U.S. (purpose built) Track ~ 330 acres AB&R Scope
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
Chip Seals, Slurry Seals & Micro Surfacing
Pavement Preservation Training Opportunities For Chip Seals, Slurry Seals & Micro Surfacing Southeast Pavement Preservation Partnership 5-30-2013 San Antonio, TX Pavement Preservation Training Opportunities
NOTES FOR FIRST COAT SEALING
NOTES FOR FIRST COAT SEALING These notes are for the guidance of supervising officers and must not be included in the contract documents. The numbers assigned to the paragraphs in these notes correspond
Township of Springwater
Township of Springwater Approved: November 2008 Effective: Date of Passing Next Review: TBD Department: Public Works Subject: Sidewalks Policy Number: A09 SI A. Authority This policy shall be approved
Culpeper District. Albemarle County Monthly Report October, 2011
Culpeper District Albemarle County Monthly Report Special Issues FY2013 Revenue Sharing Program - If you wish to participate in the Revenue Sharing Program for the fiscal year starting July 1, 2012, applications
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
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
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:
Binder Modified with a Combination of PPA and SBS: The NCAT Test Track Experience PPA Workshop April 7, 2009
Binder Modified with a Combination of PPA and SBS: The NCAT Test Track Experience PPA Workshop April 7, 2009 Acknowledgments Jean-Valery Martin, Ph.D. Innophos, Inc. Gaylon Baumgardner Paragon Technical
Reinstatement in Hot-lay Bituminous Materials
National Unit specification: general information Unit title: Reinstatement in Hot-lay Bituminous Materials Unit code: F937 04 Superclass: TK Publication date: October 2014 Source: Version: Scottish Qualifications
Clinker Cooling- Making the most out of your energy
Clinker Cooling- Making the most out of your energy VDMA May 2013 Stephan Oehme Director Sales and Technology Introduction ETA Cooler 1. CP Clinker Coolers 2. ETA Cooler Self Protected design Process Optimised
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
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
ADDENDUM REPORT. Project: Bid Package: 2 Current Let: 06/24/ :00 AM Version: Addendum Addendum : 1
ADDENDUM REPORT Project: 13286 Bid Package: 2 Current Let: 06/24/2005 11:00 AM Version: Addendum Addendum : 1 District: 06 County: BUCKS SR/SEC/GROUP ID: 4027/33M/R26\Kantner Description R26 - Script C
land transport road assets
land transport road assets land transport road assets Otago Region Information as at June 2007 land transport road assets 2 Purpose of this publication Land Transport New Zealand annually publishes comparative
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
land transport road assets
land transport road assets land transport road assets Westland District West Coast Region Information as at June 2006 land transport road assets 2 Purpose of this publication Land Transport New Zealand
Cincinnati Dayton Rd Widening
Cincinnati Dayton Rd Widening Project Overview Widening of Cincinnati Dayton Rd to four lanes - providing a center turn lane and an additional northbound lane Realignment of Station Rd Widening of bridge
Agenda. Introduction to Roundabouts. Introduction to Roundabouts. Introduction to Roundabouts 6/6/2018
PROPOSED PROJECT 161-003 SAFETY AND OPERATIONAL IMPROVEMENTS TO THE INTERSECTION OF ROUTE 106 (NEW CANAAN ROAD) AND BELDEN HILL ROAD Connecticut Department of Transportation Representatives Division of
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
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
24,801 Roadway Departure Fatalities Nationally. The Safety Edge : Minimizing The Effects of Shoulder Drop-off. 41,059 Highway Fatalities a Year
48 th Annual: Idaho Asphalt Conference 24,801 Roadway Departure Fatalities Nationally The Safety Edge : Minimizing The Effects of Shoulder Drop-off 49% jl 51% Roadway Departure October 23, 2008 Moscow,
Description of Road Management Objectives, Existing Use, and Proposed Use:
Engineering Report White River National Forest Eagle-Holy Cross Ranger District Analysis of Road # 700 Red Sandstone Road for Motorized Mixed Use Designation Page 1 of 12 Forest: White River District:
APPENDIX I-A Kings County Regional Transportation Plan. Appendix A Page A-1 STATE ROUTES
APPENDIX I-A STATE ROUTES Interstate 5 SR 33 SR 41 SR 43 SR 137 SR 198 SR 269 (See under City of Avenal) (See Figure 4-2 and 4-3 for Rural and Urban Functional Classifications) Appendix A Page A-1 INTERSTATE