Pavement Patching Repair for AC and PCC Pavement Surfaces. Vern Thompson www.crafco.com



Similar documents
Chapter 7: Pavement Rehabilitation 7-1 Asphalt Pavement Overlays 7-1 Surface Preparation Methods 7-2 Concrete Pavement Preparation 7-3 Recycling

APPENDIX B. I. Background Information

738-B-297 POLYMERIC CONCRETE BRIDGE DECK OVERLAY. (Adopted )

SECTION III-06 Surfacing Page 1 Revised 3/2/10. See the DESIGN GUIDELINES in Section I-06 for requirements for cross slope of the roadway.

HIGHWAYS DEPARTMENT GUIDANCE NOTES ON THE USE OF WATERPROOFING MEMBRANES ON CONCRETE BRIDGE DECKS

Rehabilitation Strategies for Bonded Concrete Overlays of Asphalt Pavements

SPECIAL NOTE FOR ASPHALT WATERPROOFING MIX FOR BRIDGE-DECK OVERLAYS AND ADJACENT APPROACHES

Crack Sealing & Filling. Crack Sealing Why, Where, & How. 5 Benefits of Crack Sealing. Crack Sealing - Overview. Repair Many Types of Cracks

CID STREET INFRASTRUCTURE ASSESSMENT

SECTION 623 CONCRETE BONDING COMPOUND, EPOXY MORTAR AND EPOXY POLYMER CONCRETE OVERLAY SECTION CONCRETE BONDING COMPOUND.

Why Maintain Your Asphalt?

INTERIM ADVICE NOTE 96 /07 Revision 1 GUIDANCE ON IMPLEMENTING RESULTS OF RESEARCH ON BRIDGE DECK WATERPROOFING

OHIO ASPHALT PAVING CONFERENCE

Greening our Roads. Approach

Pavement Rehabilitation Using Hot Mix Asphalt. - National Perspective -

Reflectex TM Reflective Concrete Interlayer Geotextile INSTALLATION GUIDELINES

Joint Rehabilitation. Driving Forces for Concrete Pavement Joint Repairs

TERMOSIGN APPLICATION INSTRUCTIONS

Construction of Quality Hot Mix Asphalt Pavements

I-66 Pavement Rehabilitation

Asphaltic Wedge Paving

Minor Cracks in Horizontal Surfaces

SPECIFICATIONS FOR BRIDGE CONSTRUCTION SECTION 16 BRIDGE DECK WATERPROOFING General Materials Equipment...

WATERPROOFING OF REINFORCED CONCRETE FLAT ROOF 12

September 1, 2003 CONCRETE MANUAL CONCRETE PAVEMENT REHABILITATION

Field Manual for Crack Sealing in Asphalt Pavements

Pavement Maintenance M A N U A L. Mike Johanns Governor. John Craig Director

WATERPROOFING FOR CONCRETE STRUCTURES

CONCRETE REPAIR GUIDELINES. Concrete repairs can be broken down into four basic types, plus special repairs and planing.

Transportation Infrastructure Asset Management

State of Illinois Department Of Transportation CONSTRUCTION INSPECTOR S CHECKLIST FOR HOT- MIX ASPHALT (HMA) BINDER AND SURFACE COURSE

HIGHWAYS DEPARTMENT GUIDANCE NOTES ON ROAD SURFACE REQUIREMENTS FOR EXPRESSWAYS AND HIGH SPEED ROADS

Construction Specifications for Keyhole Pavement Coring and Reinstatement

Pavement Surface Evaluation and Rating. Manual RATING RATING RATING PASER RATING. Concrete Roads

Fly Ash Slurry Injection (FASI) of Bituminous Thermal Cracks

Concrete Repair. Applications and Procedures

A View From The Bureau of Materials & Physical Research. IAPA March 2015 Matt Mueller, PE BMPR Illinois Dept of Transportation

MILMAN & ASSOCIATES STRUCTURAL CONSULTING ENGINEERS/ PROJECT MANAGERS

Reinforcement HUESKER. HaTelit. Engineering with geosynthetics

Pavement Design. Guest Lecturer Dr. Sirous Alavi, P.E. SIERRA TRANSPORTATION Terminal Way, Suite 125 Reno, Nevada 89502

Airfield Pavement Rehabilitation Planning Choosing the right fix. Rob McLure, M.Eng., P.Eng. Senior Associate Hatch Mott MacDonald

SPECIFICATION FOR CONSTRUCTION OF UNBOUND GRANULAR PAVEMENT LAYERS

CHAPTER I. INTRODUCTION

Asphalt pavements on bridge decks. EAPA Position paper

Guidelines for Durable Driveways, Carports Patios, Walks, Garage Floors

CONSTRUCTION AND PERFORMANCE OF ULTRATHIN ASPHALT FRICTION COURSE

GUIDE SPECIFICATION COMBINATION SURFACE SYSTEM FOR NEW HOT MIX ASPHALT TENNIS COURTS I. PART 1 - GENERAL

DISTRESS IDENTIFICATION MANUAL. for the Long-Term Pavement Performance Program

Rehabilitation for Concrete Pavements

Evaluation of Long-Lasting Perpetual Asphalt Pavement Using Life-Cycle Cost Analysis. Arnar Agustsson Sulton Azamov

SECTION 311 PLACEMENT AND CONSTRUCTION OF CEMENT TREATED SUBGRADESOIL CEMENT BASE COURSE

Installation PowerPoint for Grasscrete Formers

Division 2 Section Section 02795

CURRENT PRACTICE SHEET

The AASHO Road Test site (which eventually became part of I-80) at Ottawa, Illinois, was typical of northern climates (see Table 1).

WATERPROOFING OF WET ROOMS

Decision Matrix for Pavement Preservation. Mike Mamlouk Arizona State University

Mold Preventing I nterior System

Project Information. New Hope - Lambertville Toll Bridge - Pavement Rehabilitation & Approach Bridges Repairs -

SECTION 4Aggegate Subbase

Waterproofing System for Wastewater Tanks in Petrochemical Industries and Refineries

SikaProof A Technology

ITEM THERMOPLASTIC MEMBRANE ROOFING

CA-48 TECHNICAL SPECIFICATION

Resurfacing Concrete. Page 1 of 5

C. Section TESTING LABORATORY SERVICE.

NOTES TO THE PERFORMANCE BASED SPECIFICATION FOR HOTMIX ASPHALT WEARING COURSE SURFACING

STUDY OF THE BEHAVIOUR OF BITUMINOUS MIXTURES RESISTANT TO FUEL

Impacts of Increased Loading Due to Heavy Construction Traffic on Thin Pavements

Construction. 3-part thixotropic epoxy patching mortar. Product Description. Tests

Asphalt Pavement Association Of Michigan Selecting the Right Mix Atrium Drive, Suite 202 Okemos, MI

DIVISION 300 BASES SECTION 304 AGGREGATE BASE COURSE DESCRIPTION MATERIALS CONSTRUCTION REQUIREMENTS

The AQUAFIN Approach to Concrete Repair

NEW ELECTRICAL SUBSTATION Building 300 SECTION ETHYLENE-PROPYLENE-DIENE-MONOMER ROOFING WORK

Pavement Patching and Repair

CHAPTER 8 ROAD SURFACE PROPERTIES

Pavement Rehabilitation Selection Rehabilitation Techniques

Warranty Information TABLE OF CONTENTS PROCEDURES FOR WARRANTY 2

SECTION STORM DRAINAGE SYSTEM

BUILT-UP ROOF COATING SMOOTH and GRANULE SURFACE SPECIFICATION

Lecture Notes CT 4860 Structural Pavement Design. Design of Flexible Pavements

CRACK and JOINT REPAIRS on INDUSTRIAL CONCRETE FLOORS, PAVEMENTS and SECONDARY CONTAINMENT AREAS

INDUSTRIAL FLOORING INSTALLATION CHALLENGES. James C. Ziegler, ArmorSeal Product Manager Sherwin Williams Cincinnati, Ohio, USA

CITY COUNCIL AGENDA ITEM CITY OF SHORELINE, WASHINGTON

SERIES 900. Contents. Amendment - November

Concrete Pavement Rehabilitation

Catch Basin Rehabilitation Road Commission for Oakland County, Michigan

Paving Capitalization Work Categories and Treatments

STANDARD REQUIREMENTS FOR BONDING OR MECHANICAL ATTACHMENT OF INSULATION PANELS AND MECHANICAL ATTACHMENT OF ANCHOR AND/OR BASE SHEETS TO SUBSTRATES

Solving a Hard Problem For The NYC DOT With a High Performance Thin Overlay

Transcription:

Pavement Patching Repair for AC and PCC Pavement Surfaces Vern Thompson www.crafco.com

Overview and Objective New Methods For Pavement Patching-Overview What are they How they are applied

New Methods Secti on I. Spray Injection II. Polymer modified asphalt based binder/aggregate mixtures (AC pavement repair) III. Polymer modified resin based binder/aggregate mixtures (PCC pavement repair) IV. Joint Adhesive

Section #I Spray Injection

Spray Injection THE COMBINATION OF 2 COMMON MATERIALS: CRUSHED AGGREGATE & WATER BASED EMULSION THROUGH A SINGLE PIECE OF SELF-CONTAINED EQUIPMENT.

Spray Injection Application: Blow out Debris Apply tack material Fill and compact material

Step 1 - Blow High Velocity Air Removes Dirt Loose Pavement Water

Blow

Step 2 - Tack Emulsion Application Increase Bond to Repair Area

Tack

Step 2 Fill and Compact Emulsion coats the stone Filling from the bottom up You control the material

Fill and Compact

Pothole After Before

Manhole

Medium-High Severity Alligator Cracking

Application

Benefits of Spray-Injection Year-round use-- with emulsion availability No mechanical compaction required, rolling optional Use local materials Up to 7 tons per hour application Less than one minute to repair pavement for traffic Can be used in cool, damp conditions-- forgiving process to workmanship and environmental conditions

Section #II Polymer modified asphalt based binder/aggregate mixtures Patch repair for AC pavements = PolyPatch and Mastic One Application: Hot-applied Pourable Self-adhering Self-leveling

Polymer modified asphalt based binder/aggregate mixtures Uses Large thermal (>1.5 wide) cracks/joints Recessed transverse cracks Moderately Fatigued (alligator) areas Wheel ruts Bridge approaches Manhole covers Curb line

Wide Thermal Crack

PolyPatch/Mastic One Application Thermal Crack

Longitudinal Cold Joints - before

Longitudinal Cold Joints - after

Bridge Approaches

Manhole

Curb Line

Wheel Ruts

Wheel Ruts

Alligator Cracks - before

Alligator Cracks - after

Benefits of Polymer modified asphalt based binder/aggregate mixtures Year-round use Review Patch Repair for AC Pavements Cost effective Permanent repair Flexible Prevents moisture penetration Versatile applications Load bearing

Section #III Polymer modified resin based binder/aggregate mixtures Patch Repair for PCC Pavements = Application: TechCrete Hot-applied Pourable Self-adhering Self-leveling About one (1) hour setup

Polymer modified resin based binder/aggregate mixtures TechCrete Uses Thin Bond Repairs Failure on Slabs on Single & Multi Corners Spall Areas Wide Cracks and/or Joints Manhole & Drainage Areas Bridge Approaches - PCC to AC

Polymer modified resin based binder/aggregate mixtures TechCrete Preparation Saw cut borders Chip out old material Blow out debris Dry out moisture with heat lance

Before / Need for Repair

Preparation

Preparation

Preparation

Polymer modified resin based Installation Prime area binder/aggregate mixtures Hot applied in layers (2 lifts max) Self levelling. Dressed in high PSV(polished stone value) Aggregates.

Installation

Installation

Installation

Installation

Installation Complete

Installation

Wide Random Cracks

Review Benefits of Polymer modified resin based binder/aggregate mixtures Long lasting High tensile strength Spans joints Multi corner slab repairs Flexible Compressive resistant Excellent adhesion Open to traffic in about on hour

Section #IV Use Of Joint Adhesive To Reduce Longitudinal Paving Joint Crack Formation And Deterioration

Deteriorated Paving Joint -Early in pavement life -Raveling -Accelerating deterioration -Requires maintenance -Shortened pavement life

-Joint deterioration problem -Joint adhesive technique -Materials -Installation -Performance studies -Usage and acceptance -Costs

Low Density Area Cold Lane Low Density Hot Lane Cold Lane

Low Density Zone -Higher permeability, weaker area -Increased oxidation/raveling -Moisture freeze/thaw spalling -Crack formation, spalling, widening -Early deterioration -Significant problem

Joint Adhesive technique -Application of specialized materials to the cold joint surface -Seals and protects the low density area -Adheres and flexiblizes the joint

Adhesive Materials -Hot-applied, highly polymer modified asphalts with improved high temperature stiffness, sag resistance, adhesion and low temperature performance

Installation -Oil jacketed, hot applied melters -Spray or squeegee apply to entire surface -Approx. 1/8 thick band. -Approx. ½ overlap on top, up to 2 on bottom -Apply ahead of paver -Keep traffic off of, repair any damaged areas -Place and compact adjacent mat

Performance studies -NCAT, Longitudinal Joint Construction Techniques For AC Pavements -Michigan, Wisconsin, New Jersey, Colorado, Pennsylvania Research Projects

Techniques studied -12/1 wedge -Hot side rolling -3/1 wedge -Cold side rolling -Cutting wheel -Edge resistant -Joint maker -Joint adhesive

Colorado 5 years -Joint Adhesive BEST 16% cracking (1/8 1/4 in.) 8.7 rating -Cutting wheel Next best 44% cracking (1/8 ¼ in.) 7.7 rating -Taper, hot side rolling WORST 88% cracking (1/2 1 in.) 2.3 rating

Without Joint Adhesive

With Joint Adhesive

Acceptance for Usage: -Ohio Turnpike -Michigan -New Jersey -Minnesota -Indiana -Warranty Projects

Benefits of Longitudinal Joint Adhesive -Significantly improved joint life -Improved pavement life -Delays future maintenance and related traffic delays and safety issues -Proven, consistent process

Summary -Paving joints deteriorate due to degradation of the low density wedge -Joint Adhesive seals, adheres, and flexibilizes the joint area -Improves joint performance, best technique -Delays future maintenance -Proven, dependable, available process

Summary-New Patch Methods I. Spray Injection II. Polymer modified asphalt based binder/aggregate mixtures for AC pavements (PolyPatch/Mastic One) III. Polymer modified concrete based binder/aggregate mixtures for PCC pavements (TechCrete) IV. Longitudinal paving joint control

Questions?