Www.dot.state.pa.us District 8-0 Winter Schools 2012 102/23/2012.

Slides:



Advertisements
Similar presentations
2014 Chip Seal Training Contract Administration Issues.
Advertisements

Construction of Longitudinal Joints 2014 VDOT/VAA Regional Asphalt Seminars Ken Arthur Quality Control Manager Templeton Paving.
From… Maintenance Technical Advisory Guide (MTAG) Chapter 7 Fog and Rejuvenating Seals.
ACI “Standard Specifications for Tolerances for Concrete Construction and Materials” gives (2) tolerances for suspended slabs on metal deck: Thickness.
ADA Update Linda I. Singer ADA Title II Coordinator John Gover ADA Review Team Leader Maryland State Highway Administration 1.
Highway Engineering Pavement Types
Module 4-2 : Joint Sealing
Asphalt Specification Changes July 2005 Contractor Asphalt Training Rich Hewitt, PE District Bituminous Engineer District Five Materials & Research.
Pavements. Concrete –Rigid pavement Used where strength is an issue Runways, interstates and major roads –Continuous reinforcing Must have a good base.
Chipseal Construction Section 37.2 Seal Coats.  Proper surface preparation  Use of right asphalt binder, asphaltic/polymer modified emulsion and clean.
2014 AAPA Conference March 11-12, 2014 Curtis Vincent, P.E. Construction Engineer Lyndi Davis Blackburn, P.E. Assistant Materials and Tests Engineer Specification.
Imad Al-Qadi, University of Illinois at Urbana-Champaign Enad Mahmoud, Bradley University
Chapter 6 Chip Seals From… Maintenance Technical Advisory Guide (MTAG)
Properties of Asphalt Important properties of asphalt include: Adhesion Consistency Specific Gravity Durability Rate of curing Ductility Aging and.
TOPIC OF THE DAY Flexible Pavement Distresses/Failure Of Structure.
JUNE 2014 SAMPLING ASPHALT EMULSIONS. TDOT REQUIRES EMULSION SAMPLES Requirements listed in TDOT’s Standard Operating procedures state that samples of.
1 Resurfacing and Curb Ramps. 2 FHWA’s Americans with Disabilities Act Program / Section 504 of the Rehabilitation Act of 1973 The primary purpose of.
Tolerances and Price Impacts Presented by:- Er. Bhagawan Shrestha.
Specification Changes Pub 408/2011 Changes 1 & 2 District 8-0 Winter Construction School February 23rd, 2012 Linda Atkinson Bureau.
Pavement Design Terms and Concepts
District 8-0 QA Review Trends Summary Documentation and Certification Project certifications for materials should be reviewed as they.
Bituminous Street Recertification Initiatives. Initiative Items n Stone Matrix Asphalt (SMA) n Longitudinal Joint Spec and other methods for longitudinal.
Joe Turner, PE Disaster Recovery Engineer. DIVISIONS AND DISTRICTS.
PAVEMENT MAINTENANCE II Part 1b: Chip Seal Construction Idaho Roads Scholar Program.
Thermoplastic Thickness Measuring Device.  Equipment  Procedure  Flat Line  Measuring Audible Cookies  Transverse bars w/ Inverted Rib  Thermo on.
From… Maintenance Technical Advisory Guide (MTAG) Chapter 1 Introduction.
2015 Winter School Structures Heidi A. Mertz, P.E. District 8-0 Structure Control Engineer.
Concrete Pavement Quality Improvement Committee Update Joseph S. Robinson, P.E. Chief, Quality Assurance Division Bureau of Construction.
HMA Construction Program
MICHIGAN RIDES ON US 2015 Local Roads Workshop Gaylord March 12, 2015.
1 Asphalt Quality Assurance Program & Construction Inspection 2015 Asphalt Regional Seminars Rob Crandol, P.E. VDOT – Materials Division Assistant State.
Warm Mix for a Cold Climate Colorado DOT’s 2007 WMA Project.
Asphalt Quality Assurance Program
Chapter 5 Patching and Edge Repair
Street and Local Roads Inspection and Acceptance of Alternative Pavements.
Placing Quality Concrete
Pavement Maintenance II
JOINT AASHTO FHWA INDUSTRY TRAINING COMMITTEE ON ASPHALT “Partners in Performance”
Pavement Distresses Flexible Pavement
Overview of the New Hot Mix Specifications Dale A. Rand, P.E. TxDOT Construction Division Flexible Pavements Branch TRB AFK10 Committee Meeting April 20-21,
Overview Based on Indiana’s first A+B+C Contract. Why Warranty? What is in it for the Contractor? Lessons Learned?
Seal Coating What was the cause of the failure? Sponsored by: Minnesota LTAP Center Presented by: Michael Marti, P.E. SRF Consulting Group, Inc. Dan Wegman,
Micro-surfacing SRF Consulting Group, Inc. SemMaterials
Technical Services By Nathan Haaland.  Increase in Construction Costs  Asphalt  $350 to $735 per ton  Labor  3.6% increase  Inflation  13% increase.
Paving & Surfacing Module #6 Prepared by Dr. Randy R. Rapp July 2005.
2003 Warranty Presentations Caltrans WARRANTED HMA PAVEMENTS PAVEMENTS.
MODULE 3-3 Patching With Bituminous Mixtures. Learning Objectives  Describe the conditions that require patching  Distinguish between hot-, cold-, and.
Clarifying Quality Control Bill Pine, Heritage Construction & Materials 56 th Illinois Bituminous Paving Conference.
Ultra Thin Bonded Wearing Coarse Sponsored by: Minnesota LTAP Center Presented by: Michael Marti, P.E. SRF Consulting Group, Inc. Dan Wegman, P.E. SemMaterials.
Stacy Hagenbucher.  Process Improvements  Clarification  Trends  Finals Tracking  Trends  Why Missing Dates  Additional Resource  Issues on sites.
Trenton M. Clark, P.E. Director of Engineering Virginia Asphalt Association.
Pavement Preservation Program Emily McGraw, PE February 23 and 24, 2015 – NCDOT & CAPA Workshop.
Chip Seal Best Practices by: Larry Galehouse, P.E., P.S., Director National Center for Pavement Preservation.
MnDOT AUDIT 2016 COUNTY HIGHWAY ACCOUNTANTS CONFERENCE ANNUAL FEDERAL CITY COUNTY AUDIT DISCUSSION.
Extending Performance with Proper Asphalt Compaction
VDOT’S PREVENTIVE MAINTENANCE TECHNIQUES & EXPECTATIONS
WAPA / WSDOT Joint Training
Update from FHWA Emulsion Task Force
Conewago Township, Adams County, PA PennDOT Engineering District 8-0
Surface Preparation before laying Hot Mix
QC Document Update Todd Shields, INDOT.
PAVEMENTS CEE 320 Steve Muench.
Longitudinal Joint Construction – Why Straightness Matters
Introduction to Pavement Design
Chip Seal Quality Assurance Guide
Raising the Bar: technician certification
Considerations FOR more durable hma pavements
Quality Assurance for Emulsified Asphalt Surface Treatments
Pavement Structural Analysis
Prime Factors for Successful Preservation Treatments
Presentation transcript:

District 8-0 Winter Schools /23/2012

District 8-0 Winter Schools 2012 Construction Quality Assurance Section is part of the Bureau of Project Deliver’s Innovation and Support Division –Made up of 33 People –Process to Independently Verify the Acceptance Practices on Projects –Quality Assurance is Required by Federal Law for Project Oversight (23 CFR 637 Mandated Independent Oversight to Keep the Federal Dollars Flowing) –Reviews Were the Focus Reactive – We Caught You 2 What is Quality Assurance (Q.A.) 02/23/2012

District 8-0 Quality Assurance Team 3 Joseph Cribben, P.E. Civil Engineer Manager (717) Office (717) Cell Linda Atkinson Sr. Civil Engineer (717) Office (717) Cell Terry Kohler TCM-II (717) Office (717) Cell Matt McSweeney Civil Engineer (717) Office (717) Cell 02/23/2012

Daniel R. Grosser Dist. 1-0 & 11-0 Garth D. Bridenbaugh, P.E. Dist. 2-0 & 9-0 David L. Jarvis, P.E. Dist & 12 District 8-0 Winter Schools /23/20124

District 8-0 Winter Schools 2012 Philip J. Micklitsch, P.E. Dist. 3-0 Christopher J. Cepko, P.E. Dist. 4-0 & 5-0 Joseph G. Oswald Dist. 6-0 Joseph F. Cribben, P.E. Dist /23/20125

District 8-0 Winter Schools 2012 Current Direction –Provide Support to the Districts –Be Proactive –Have a Positive Impact on Quality of Construction and Materials 6 What is Quality Assurance (Q.A.) 02/23/2012

District 8-0 Winter Schools 2012 The Hit List –Q. A. Field Reviews –Independent Assurance –District Support and Problem Resolution –Provide and Receive Training –Evaluate Supplier Performance 7 What is Quality Assurance (Q.A.) 02/23/2012

District 8-0 Winter Schools 2012 Q.A. Field Reviews –Specific Plan for Each District Plan Changes Each Year Based on the Previous Years Findings –Minimum of 30 IA & 60 QA Reviews per District Based on FHWA Agreement –Focus Areas NPDES Permits on all Projects Municipal Projects (5 year) ADA Ramps (3 Year) Labor Compliance (3 Year) M & P of Traffic (3 Year) Labor Compliance (3 Year) 8 What is Quality Assurance (Q.A.) 02/23/2012

District 8-0 Winter Schools 2012 Independent Assurance (I.A.) –Evaluation of the Acceptance Testing Personal and Equipment –Acceptance Test and IA Test Results Must Be Within the prescribed Tolerances –Discrepancies Need to Be Addressed With FHWA –Bituminous, Concrete, and Aggregates 10 Reviews in Each Area 9 What is Quality Assurance (Q.A.) 02/23/2012

District 8-0 Winter Schools 2012 District Support –Attend and Assist in Pre-Deck Placement, Pre-Pave, Pre- Erection, Pre-Demo, and Pre-Construction Meetings –Work as a Team to Address Problems –Work with Inexperienced Inspectors –Resource in Spec & policy Interpretation –Assist on Deck Placements and Paving Operations 10 What is Quality Assurance (Q.A.) 02/23/2012

District 8-0 Winter Schools 2012 Develop and Evaluate Specs and Policies –Listen to the District on What is a Problem –Revise the Spec & Policies to Enhance Quality or Make the Process Easier –Focus on Statewide Issues Joint Density Spec Concrete Cylinder Security Work Plan Developed Every Year 11 What is Quality Assurance (Q.A.) 02/23/2012

District 8-0 Winter Schools 2012 Provide and Receive Training –Large Turnover of Construction People –After the Fact WRR Doesn’t Improve Quality –Explain What is Required On the Job Training Winter Schools One on One Help Provide Training to Industry Personnel 12 What is Quality Assurance (Q.A.) 02/23/2012

District 8-0 Winter Schools 2012 Evaluate Supplier Performance –Many Reviews on Superior Suppliers Adds No Value –Determine Who is Always in Spec and Who Isn’t –Focus Efforts on Suppliers with Past Performance Issues –Perform a Review Each Source a Minimum of Once every 5 Years 13 What is Quality Assurance (Q.A.) 02/23/2012

District 8-0 Winter Schools 2012 We Are Here To Help!!! 1402/23/2012

PUB. 408/2011 Section 460 Bituminous Tack Coat District 8-0 Winter Schools /23/2012

Poor Tack Coat Application District 8-0 Winter Schools /23/2012

Bad vs. Good 1702/23/2012 District 8-0 Winter Schools 2012

Bituminous Tack Coat Purpose –To ensure a bond between the existing pavement surface and the new asphalt overlay by leaving an asphalt residue of between 0.02 to 0.07 Gal / SY. If a good bond is not formed, a slipping or sliding-type failure can easily occur. District 8-0 Winter Schools /23/2012

Spray Bar and Nozzles Things to check –Spray bar nozzles are “FOG” or 1/16” slot nozzles This can be checked with a dime and a nickel. A dime will fit in the slot and a nickel will NOT. –Spray bar nozzles are at the proper angle Nozzle slot should be at 30 o angle from the spray bar –Are spray nozzles plugged –Are spray nozzles leaking while tack is heated –Spray bar at the correct height and angle Spray bar should be 12” from road surface Spray bar should be at an angle that allows the nozzles to be 100 o to 105 o from the road surface District 8-0 Winter Schools /23/2012

Bituminous Tack Coat Things to Check –The air temperature is 40°F and rising –The existing surface is dry –The emulsion is brown, will turn black when the water evaporates –All vertical edges should be covered with two applications –Assure the spray pattern is uniform, with no gaps, bare areas, puddles or streaks District 8-0 Winter Schools /23/2012

Bituminous Tack Coat Things to check –Tack material has been allowed to dry or set up before paving, especially on concrete. – Keep trucks from driving on the tack coat as much as possible. –Keep trucks from tracking tack into areas not tacked. –The spray pattern should be 6” – 12” wider than the paving pass. District 8-0 Winter Schools /23/2012

Bituminous Tack Coat Asphalt Residue Content –The Asphalt Residue must be between 0.02 and 0.07 Gal / SY On polished or smooth concrete surfaces, new base or binder courses that may have become dusty, apply on the low side. On milled surfaces, apply at a higher rate. Remember, too much tack is as detrimental as too little. Can cause bleeding or act as a lubricant allowing the hot mat to shove in front of the roller. Remember, too much tack is as detrimental as too little. Can cause bleeding or act as a lubricant allowing the hot mat to shove in front of the roller. District 8-0 Winter Schools /23/2012

Bill of Lading District 8-0 Winter Schools /23/2012

Asphalt % By Weight and Spray Temperatures District 8-0 Winter Schools /23/2012 Spray Temperatures

Asphalt % By Weight and Spray Temperatures District 8-0 Winter Schools /23/2012 % Asphalt Content

District 8-0 Winter Schools /23/2012

District 8-0 Winter Schools /23/2012

District 8-0 Winter Schools 2012 Questions or Comments ? 2802/23/2012