Pavement Patching Repair for AC and PCC Pavement Surfaces. Vern Thompson
|
|
|
- Allison Griffin
- 10 years ago
- Views:
Transcription
1 Pavement Patching Repair for AC and PCC Pavement Surfaces Vern Thompson
2 Overview and Objective New Methods For Pavement Patching-Overview What are they How they are applied
3 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
4 Section #I Spray Injection
5 Spray Injection THE COMBINATION OF 2 COMMON MATERIALS: CRUSHED AGGREGATE & WATER BASED EMULSION THROUGH A SINGLE PIECE OF SELF-CONTAINED EQUIPMENT.
6 Spray Injection Application: Blow out Debris Apply tack material Fill and compact material
7 Step 1 - Blow High Velocity Air Removes Dirt Loose Pavement Water
8 Blow
9 Step 2 - Tack Emulsion Application Increase Bond to Repair Area
10 Tack
11 Step 2 Fill and Compact Emulsion coats the stone Filling from the bottom up You control the material
12 Fill and Compact
13 Pothole After Before
14 Manhole
15 Medium-High Severity Alligator Cracking
16 Application
17 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
18 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
19 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
20 Wide Thermal Crack
21 PolyPatch/Mastic One Application Thermal Crack
22 Longitudinal Cold Joints - before
23 Longitudinal Cold Joints - after
24 Bridge Approaches
25 Manhole
26 Curb Line
27 Wheel Ruts
28 Wheel Ruts
29 Alligator Cracks - before
30 Alligator Cracks - after
31 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
32 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
33 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
34 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
35 Before / Need for Repair
36 Preparation
37 Preparation
38 Preparation
39 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.
40 Installation
41 Installation
42 Installation
43 Installation
44 Installation Complete
45 Installation
46 Wide Random Cracks
47
48 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
49 Section #IV Use Of Joint Adhesive To Reduce Longitudinal Paving Joint Crack Formation And Deterioration
50 Deteriorated Paving Joint -Early in pavement life -Raveling -Accelerating deterioration -Requires maintenance -Shortened pavement life
51
52 -Joint deterioration problem -Joint adhesive technique -Materials -Installation -Performance studies -Usage and acceptance -Costs
53 Low Density Area Cold Lane Low Density Hot Lane Cold Lane
54
55 Low Density Zone -Higher permeability, weaker area -Increased oxidation/raveling -Moisture freeze/thaw spalling -Crack formation, spalling, widening -Early deterioration -Significant problem
56 Joint Adhesive technique -Application of specialized materials to the cold joint surface -Seals and protects the low density area -Adheres and flexiblizes the joint
57
58
59
60 Adhesive Materials -Hot-applied, highly polymer modified asphalts with improved high temperature stiffness, sag resistance, adhesion and low temperature performance
61 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
62 Performance studies -NCAT, Longitudinal Joint Construction Techniques For AC Pavements -Michigan, Wisconsin, New Jersey, Colorado, Pennsylvania Research Projects
63 Techniques studied -12/1 wedge -Hot side rolling -3/1 wedge -Cold side rolling -Cutting wheel -Edge resistant -Joint maker -Joint adhesive
64 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
65 Without Joint Adhesive
66 With Joint Adhesive
67 Acceptance for Usage: -Ohio Turnpike -Michigan -New Jersey -Minnesota -Indiana -Warranty Projects
68 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
69 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
70 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
71 Questions?
Chapter 7: Pavement Rehabilitation 7-1 Asphalt Pavement Overlays 7-1 Surface Preparation Methods 7-2 Concrete Pavement Preparation 7-3 Recycling
7-1 Asphalt Pavement Overlays 7-1 Surface Preparation Methods 7-2 Concrete Pavement Preparation 7-3 Recycling Asphalt Pavements 7-7 Chapter 7 Pavement Rehabilitation Pavement rehabilitation can be accomplished
APPENDIX B. I. Background Information
APPENDIX B GUIDELINES FOR IDENTIFYING AND REPAIRING LOCALIZED AREAS OF DISTRESS IN AC PAVEMENTS PRIOR TO CAPITAL PREVENTIVE MAINTENANCE OR REHABILITATION REPAIRS I. Background Information A. AC Pavement
738-B-297 POLYMERIC CONCRETE BRIDGE DECK OVERLAY. (Adopted 02-20-14)
POLYMERIC CONCRETE BRIDGE DECK OVERLAY (Adopted 02-20-14) Description The polymeric concrete bridge deck overlay shall consist of an epoxy polymer that acts together with special aggregate to form an overlay
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.
Page 1 Revised 3/2/10 See the DESIGN GUIDELINES in Section I-06 for requirements for cross slope of the roadway. For New/Reconstruction projects: The cross slope of the driving lanes range from 1.5% to
HIGHWAYS DEPARTMENT GUIDANCE NOTES ON THE USE OF WATERPROOFING MEMBRANES ON CONCRETE BRIDGE DECKS
HIGHWAYS DEPARTMENT GUIDANCE NOTES ON THE USE OF WATERPROOFING MEMBRANES ON CONCRETE BRIDGE DECKS Research & Development Division RD/GN/033 June 2008 THE USE OF WATERPROOFING MEMBRANES ON CONCRETE BRIDGE
Rehabilitation Strategies for Bonded Concrete Overlays of Asphalt Pavements
University of Pittsburgh Rehabilitation Strategies for Bonded Concrete Overlays of Asphalt Pavements Authors: J. M Vandenbossche S. Sachs August 2013 1. Introduction Bonded concrete overlays of asphalt
SPECIAL NOTE FOR ASPHALT WATERPROOFING MIX FOR BRIDGE-DECK OVERLAYS AND ADJACENT APPROACHES
SPECIAL NOTE FOR ASPHALT WATERPROOFING MIX FOR BRIDGE-DECK OVERLAYS AND ADJACENT APPROACHES 1. DESCRIPTION. Asphalt Waterproofing Mix (AWM) is a highly elastomeric, polymermodified, impermeable asphalt
Crack Sealing & Filling. Crack Sealing Why, Where, & How. 5 Benefits of Crack Sealing. Crack Sealing - Overview. Repair Many Types of Cracks
Crack Sealing Why, Where, & How Dennis Roberts Remac Asphalt Maintenance, Inc. Freeman, Virginia www.remacus.com 434-634-2111 Crack Sealing & Filling Crack repair treatments are an important part of all
CID STREET INFRASTRUCTURE ASSESSMENT
ABSTRACT An evaluation of the street infrastructure in Foxberry Estates Phase 1, including pavement condition, verification of construction techniques, and subgrade quality. Recommendations and costs for
SECTION 623 CONCRETE BONDING COMPOUND, EPOXY MORTAR AND EPOXY POLYMER CONCRETE OVERLAY SECTION 623.10 CONCRETE BONDING COMPOUND.
SECTION 623 CONCRETE BONDING COMPOUND, EPOXY MORTAR AND EPOXY POLYMER CONCRETE OVERLAY SECTION 623.10 CONCRETE BONDING COMPOUND. 623.10.1 Description. This work shall consist of preparing the surface,
Why Maintain Your Asphalt?
Asphalt Maintenance Why Maintain Your Asphalt? Asphalt pavement is basically sand, gravel and glue. The glue used to keep the sand and gravel together is asphalt, a heavy by-product of oil refining. While
INTERIM ADVICE NOTE 96 /07 Revision 1 GUIDANCE ON IMPLEMENTING RESULTS OF RESEARCH ON BRIDGE DECK WATERPROOFING
Interim Advice Note 96/07 INTERIM ADVICE NOTE 96 /07 Revision 1 GUIDANCE ON IMPLEMENTING RESULTS OF RESEARCH ON BRIDGE DECK WATERPROOFING Summary This interim advice note provides guidance on improving
OHIO ASPHALT PAVING CONFERENCE
OHIO ASPHALT PAVING CONFERENCE 38 th Annual Conference Wednesday, 2/6/2013 Fawcett Center Campus of The Ohio State University 2400 Olentangy River Road Columbus, Ohio 43210 REHAB STRATEGIES FOR LOCAL
Greening our Roads. Approach
Greening our Roads Approach To create a Sustainable Future for the world, by achieving Resource Extension economically, by reducing usage of limiting resources and extending life cycle Ensuring Green Roads
Pavement Rehabilitation Using Hot Mix Asphalt. - National Perspective -
Pavement Rehabilitation Using Hot Mix Asphalt - National Perspective - Rehabilitation Process Evaluate Existing Pavement and Conditions Evaluate Options Construct Project Monitor Performance Evaluate Existing
Reflectex TM Reflective Concrete Interlayer Geotextile INSTALLATION GUIDELINES
Reflectex TM Reflective Concrete Interlayer Geotextile INSTALLATION GUIDELINES Page 1 Table of Contents WHAT IS REFLECTEX TM?... 2 STORAGE AND HANDLING... 3 SITE PREPARATION... 3 PREPARATION OF EXISTING
Joint Rehabilitation. Driving Forces for Concrete Pavement Joint Repairs
Long Life Concrete Pavement Joint Performance Joint Rehabilitation Gary Fick, Trinity Construction Management Services, Inc. Representing the National CP Tech Center Driving Forces for Concrete Pavement
TERMOSIGN APPLICATION INSTRUCTIONS
TERMOSIGN APPLICATION INSTRUCTIONS Product s characteristics Termosign - preformed thermoplastic pavement marking system must be applied to a completely dry surface; must be applied to a surface free of
Construction of Quality Hot Mix Asphalt Pavements
59 th Annual Asphalt Paving Conference Outline Best Practices for Pavement Construction Placement Best Practices Surface Prep Project planning Understanding the paver Factors affecting the screed Screed
I-66 Pavement Rehabilitation
I-66 Pavement Rehabilitation Fall Asphalt Conference Richmond, VA David Shiells, P.E. Virginia Department of Transportation David White Superior Paving Corporation October 2, 2012 Project Location 2 Goal
Asphaltic Wedge Paving
OFFICIAL NOTICE ADVERTISEMENT FOR BIDS Notice is hereby given by the Town of Oregon, Dane County, Wisconsin, will receive sealed bids for Road Construction as listed in this request until 4:00 P.M., Local
Minor Cracks in Horizontal Surfaces
Cracks, chips and broken or flaking areas in concrete are not only unsightly, they can lead to further deterioration of the surface. The result is a costly replacement project as opposed to a simple repair.
SPECIFICATIONS FOR BRIDGE CONSTRUCTION SECTION 16 BRIDGE DECK WATERPROOFING. 16.1 General...16-1. 16.2 Materials...16-1. 16.3 Equipment...
SPECIFICATIONS FOR BRIDGE CONSTRUCTION SECTION 16 BRIDGE DECK WATERPROOFING TABLE OF CONTENTS 16.1 General...16-1 16.2 Materials...16-1 16.3 Equipment...16-1 16.4 Installation...16-2 16.4.1 Traffic Restrictions...16-2
WATERPROOFING OF REINFORCED CONCRETE FLAT ROOF 12
WATERPROOFING OF REINFORCED CONCRETE FLAT ROOF 12 87 88 GOOD INDUSTRY PRACTICES 12 WATERPROOFING OF REINFORCED CONCRETE FLAT ROOF 12.1 BACKGROUND Most roofs in Singapore are constructed using reinforced
September 1, 2003 CONCRETE MANUAL 5-694.900 CONCRETE PAVEMENT REHABILITATION 5-694.900
September 1, 2003 CONCRETE MANUAL 5-694.900 5-694.901 GENERAL CONCRETE PAVEMENT REHABILITATION 5-694.900 Concrete Pavement Rehabilitation is an extremely valuable tool of the Minnesota Department of Transportation
Field Manual for Crack Sealing in Asphalt Pavements
3208 Red River Austin, TX 78705 Research Project 0-4061-P3 Comparison of Hot-Poured Crack Sealant to Emulsified Asphalt Crack Sealant Field Manual for Crack Sealing in Asphalt Pavements Yetkin Yildirim,
Pavement Maintenance M A N U A L. Mike Johanns Governor. John Craig Director
Pavement Maintenance M A N U A L Mike Johanns Governor John Craig Director Pavement Maintenance Manual Acknowledgements........................................................................ii Introduction..............................................................................1
WATERPROOFING FOR CONCRETE STRUCTURES
MANUAL OF CONTRACT DOCUMENTS FOR ROAD WORKS VOLUME 1 SPECIFICATION FOR ROAD WORKS SERIES 2000 WATERPROOFING FOR CONCRETE STRUCTURES Contents Clause Title Page 2001 General 2 2002 Protection of Bridge Deck
CONCRETE REPAIR GUIDELINES. Concrete repairs can be broken down into four basic types, plus special repairs and planing.
CONCRETE REPAIR GUIDELINES Concrete repairs can be broken down into four basic types, plus special repairs and planing. Note: It is recommended that investigation into soundness of pavement be performed
Transportation Infrastructure Asset Management
2015 NW Region TTAP& BIA Symposium Transportation Infrastructure Asset Management March, 2015 Happy Longfellow, PE [email protected] (206) 394-3649 ASSET MANAGEMENT OVERVIEW What? Why? How? Inventory
State of Illinois Department Of Transportation CONSTRUCTION INSPECTOR S CHECKLIST FOR HOT- MIX ASPHALT (HMA) BINDER AND SURFACE COURSE
State of Illinois Department Of Transportation CONSTRUCTION INSPECTOR S CHECKLIST FOR HOT- MIX ASPHALT (HMA) BINDER AND SURFACE COURSE While its use is not required, this checklist has been prepared to
HIGHWAYS DEPARTMENT GUIDANCE NOTES ON ROAD SURFACE REQUIREMENTS FOR EXPRESSWAYS AND HIGH SPEED ROADS
HIGHWAYS DEPARTMENT GUIDANCE NOTES ON ROAD SURFACE REQUIREMENTS FOR EXPRESSWAYS AND HIGH SPEED ROADS Research & Development Division RD/GN/032 June 2007 1. Purpose ROAD SURFACE REQUIREMENTS FOR EXPRESSWAYS
Construction Specifications for Keyhole Pavement Coring and Reinstatement
F I N A L Construction Specifications for Keyhole Pavement Coring and Reinstatement Gas Technology Institute 1700 S. Mount Prospect Rd. Des Plaines, Illinois 60018 www.gastechnology.org Version 13 October
Pavement Surface Evaluation and Rating. Manual RATING RATING RATING PASER RATING. Concrete Roads
Pavement Surface Evaluation and Rating PASER Manual Concrete Roads RATING 10 RATING 7 RATING 4 RATING 1 Contents Introduction 2 Rigid pavement performance 2 Pavement conditions and defects 3 Evaluation
Fly Ash Slurry Injection (FASI) of Bituminous Thermal Cracks
Fly Ash Slurry Injection (FASI) of Bituminous Thermal Cracks Schedule What is Fly Ash Slurry Injection (FASI) Thermal Cracks and Why They Depress Pavement Rehab Strategies Special Provisions Upcoming Projects
Concrete Repair. Applications and Procedures
Concrete Repair Applications and Procedures Objectives Identify what surface preparation is needed Identify typical modes of failure and testing methods How to choose the correct material for the repair
A View From The Bureau of Materials & Physical Research. IAPA March 2015 Matt Mueller, PE BMPR Illinois Dept of Transportation
A View From The Bureau of Materials & Physical Research IAPA March 2015 Matt Mueller, PE BMPR Illinois Dept of Transportation HMA Issues HMA Issues HMA Issues HMA Issues a Technical Opinion Cautious HMA
MILMAN & ASSOCIATES STRUCTURAL CONSULTING ENGINEERS/ PROJECT MANAGERS
MILMAN & ASSOCIATES STRUCTURAL CONSULTING ENGINEERS/ PROJECT MANAGERS May 29, 2013 Revision B Structural Guideline for Design and Installation Holes in Composite Floor Slab Terminal 3, Departure Level
Reinforcement HUESKER. HaTelit. Engineering with geosynthetics
HUESKER Engineering with geosynthetics rhuesker HUESKER HUESKER HUESKER HUESKER HUESKERr SKER HUESKER HUESKER Asphalt HUESKER HUESKER HUESKERHUES Reinforcement - the answer to reflective cracking in asphalt
Pavement Design. Guest Lecturer Dr. Sirous Alavi, P.E. SIERRA TRANSPORTATION. 1005 Terminal Way, Suite 125 Reno, Nevada 89502
Pavement Design Guest Lecturer Dr. Sirous Alavi, P.E. SIERRA TRANSPORTATION ENGINEERS,, INC. I 1005 Terminal Way, Suite 125 Reno, Nevada 89502 Topics Introduction Design Factors Pavement Types Fundamentals
Airfield Pavement Rehabilitation Planning Choosing the right fix. Rob McLure, M.Eng., P.Eng. Senior Associate Hatch Mott MacDonald
Airfield Pavement Rehabilitation Planning Choosing the right fix Rob McLure, M.Eng., P.Eng. Senior Associate Hatch Mott MacDonald Presentation Objective ¾ Review the pavement rehabilitation strategy development
SPECIFICATION FOR CONSTRUCTION OF UNBOUND GRANULAR PAVEMENT LAYERS
TNZ B/02:2005 SPECIFICATION FOR CONSTRUCTION OF UNBOUND 1. SCOPE This specification shall apply to the construction of unbound granular pavement layers. The term pavement layer shall apply to any layer
CHAPTER I. INTRODUCTION
CHAPTER I. INTRODUCTION 1.1 Background There is a national need to develop asphalt wearing surfaces for modern timber bridges that are not only skid resistant, but also limit the transport of moisture
Asphalt pavements on bridge decks. EAPA Position paper
Asphalt pavements on bridge decks EAPA Position paper 1 European Asphalt Pavement Association Rue du Commerce 77 1040 Brussels, Belgium www.eapa.org [email protected] June 2013 2 Summary Page Appendixes 1.
Guidelines for Durable Driveways, Carports Patios, Walks, Garage Floors
Guidelines for Durable Driveways, Carports Patios, Walks, Garage Floors The Right Concrete Mix Placing and Finishing Joints Correctly Spaced Curing for Durability "Concrete durability is the ability to
CONSTRUCTION AND PERFORMANCE OF ULTRATHIN ASPHALT FRICTION COURSE
NCAT Report No. 97-5 CONSTRUCTION AND PERFORMANCE OF ULTRATHIN ASPHALT FRICTION COURSE by Prithvi S. Kandhal Larry Lockett September 1997 CONSTRUCTION AND PERFORMANCE OF ULTRATHIN ASPHALT FRICTION COURSE
GUIDE SPECIFICATION COMBINATION SURFACE SYSTEM FOR NEW HOT MIX ASPHALT TENNIS COURTS I. PART 1 - GENERAL
COMBINATION SURFACE SYSTEM FOR NEW HOT MIX ASPHALT TENNIS COURTS I. PART 1 - GENERAL 1.1 SUMMARY A. This section is a part of the entire set of Contract Documents and shall be coordinated with the applicable
DISTRESS IDENTIFICATION MANUAL. for the Long-Term Pavement Performance Program
DISTRESS IDENTIFICATION MANUAL for the Long-Term Pavement Performance Program PUBLICATION NO. FHWA-RD-03-031 JUNE 2003 In 1987, the Strategic Highway Research Program began the largest and most comprehensive
Rehabilitation for Concrete Pavements
Rehabilitation for Concrete Pavements www.asphaltalliance.com Overview Effective rehab for PCC Break PCC into small segments Overlay with Hot Mix Asphalt Road-userfriendly Rubblize and pave in off-peak
Evaluation of Long-Lasting Perpetual Asphalt Pavement Using Life-Cycle Cost Analysis. Arnar Agustsson Sulton Azamov
Evaluation of Long-Lasting Perpetual Asphalt Pavement Using Life-Cycle Cost Analysis Arnar Agustsson Sulton Azamov Contents 1. Perpetual Asphalt Pavement 2. Scope 3. Methodology 4. Performance 5. Alternatives
SECTION 311 PLACEMENT AND CONSTRUCTION OF CEMENT TREATED SUBGRADESOIL CEMENT BASE COURSE
PLACEMENT AND CONSTRUCTION OF CEMENT TREATED SUBGRADESOIL CEMENT BASE COURSE 311.1 DESCRIPTION: This item shall consist of a cement treated subgrade base course composed of a mixture of local soil, portland
Installation PowerPoint for Grasscrete Formers
Installation PowerPoint for Grasscrete Formers 1 This document describes the two single-use tools utilized to create the Grasscrete product. The original Former is a vacuum formed light gauge plastic mold
Division 2 Section 32 14 13.19 Section 02795
Note: The text must be edited to suit specific project requirements. It should be reviewed by a qualified civil or geotechnical engineer, or landscape architect familiar with the site conditions. Edit
CURRENT PRACTICE SHEET
CURRENT PRACTICE SHEET INTRODUCTION An expansion joint can be defined as a device to support the surfacing, or to provide a running surface, across the expansion gap, ie the area between adjacent spans
The AASHO Road Test site (which eventually became part of I-80) at Ottawa, Illinois, was typical of northern climates (see Table 1).
Página 1 de 12 AASHO Road Test The AASHO Road Test, a $27 million (1960 dollars) investment and the largest road experiment of its time, was conceived and sponsored by the American Association of State
WATERPROOFING OF WET ROOMS
WATERPROOFING OF WET ROOMS Waterproofing under tiles For longterm enjoyment of a wetroom area a complete and resistant waterproofing system is an important precondition. Most tiles are by themselves waterproof
Decision Matrix for Pavement Preservation. Mike Mamlouk Arizona State University
Decision Matrix for Pavement Preservation Mike Mamlouk Arizona State University Outline 1. Concept of preventive maintenance 2. Effectiveness of treatments 3. Treatment selection 2 Pavement Pavement Preservation
Mold Preventing I nterior System
interior insulation and renovation boards A system of components that have been designed to work perfectly together to repair damage caused by mold. The system consists of boards, insulation wedges, reveal
Project Information. New Hope - Lambertville Toll Bridge - Pavement Rehabilitation & Approach Bridges Repairs -
Project Information Existing Conditions Cracked and settled pavement. Structural failure within the asphalt pavement section. Anticipated Project Elements Reconstruction of all asphalt pavement on US Route
SECTION 4Aggegate Subbase
The contractor shall moist-cure the completed Lime Treated Subbase for a minimum of days before allowing any traffic on the compacted surface. The contractor shall be responsible for repairing any damages
Waterproofing System for Wastewater Tanks in Petrochemical Industries and Refineries
Waterproofing System for Wastewater Tanks in Petrochemical Industries and Refineries Introduction Wastewater of petrochemical industries and refineries contains high amounts of emulsified aliphatic or
SikaProof A Technology
SikaProof A Technology The fully bonded waterproofing system Keep your basements durably and securely watertight What is SikaProof A? How does it work? Where can it be used? What are the advantages of
ITEM 599.06060008 THERMOPLASTIC MEMBRANE ROOFING
DESCRIPTION Construct adhered membrane roofing system, roof insulation, and vapor retarder in accordance with these specifications. MATERIALS: General: Provide installed roofing membrane and base flashings
CA-48 TECHNICAL SPECIFICATION
CA-48 TECHNICAL SPECIFICATION SafeLane surface overlay Pavement Substrate A Cargill Deicing Technology Product Providing customers with deicing solutions that save lives and enhance commerce. Helping to
Resurfacing Concrete. Page 1 of 5
Resurfacing Concrete Materials List QUIKRETE Concrete Resurfacer (No. 1131) (see calculator on page 5 for quantity needed) QUIKRETE Concrete and Stucco Wash (No. 8601) QUIKRETE Concrete Sealer (No. 8800)
C. Section 014510 TESTING LABORATORY SERVICE.
SECTION 014500 QUALITY CONTROL PART 1 GENERAL 1.01 RELATED REQUIREMENTS A. Drawings and General Provisions of Contract, including General and Special Conditions and other Division 1 Specification Sections,
NOTES TO THE PERFORMANCE BASED SPECIFICATION FOR HOTMIX ASPHALT WEARING COURSE SURFACING
TNZ P/23 NOTES: 2005 FOR HOTMIX ASPHALT WEARING COURSE SURFACING 1. BACKGROUND 1.1 Specification Use The specification is to be used where the Engineer requires a dense graded, open graded (permeable)
STUDY OF THE BEHAVIOUR OF BITUMINOUS MIXTURES RESISTANT TO FUEL
STUDY OF THE BEHAVIOUR OF BITUMINOUS MIXTURES RESISTANT TO FUEL INTRODUCTION Evaluation of the performance of asphalt mixtures applied on wearing courses of road and airport pavements when subjected to
Impacts of Increased Loading Due to Heavy Construction Traffic on Thin Pavements
Impacts of Increased Loading Due to Heavy Construction Traffic on Thin Pavements Author: Harry Sturm, P. Eng. Stantec Consulting Ltd. 16-77 Mississauga Road Mississauga, ON L5N 7G2 Phone: (95) 817-296
Construction. 3-part thixotropic epoxy patching mortar. Product Description. Tests
Product Data Sheet Edition 05/12/2014 Identification no: 020204030010000044 Sikadur -41 CF Rapid 3-part thixotropic epoxy patching mortar Construction Product Description Uses Characteristics / Advantages
Asphalt Pavement Association Of Michigan Selecting the Right Mix. 2937 Atrium Drive, Suite 202 Okemos, MI 48864 517-323-7800 www.apa-mi.
2937 Atrium Drive, Suite 202 Okemos, MI 48864 517-323-7800 www.apa-mi.org History Performance Graded Binders MDOT Local Agency Guide NAPA Guide Outline Other Considerations For each there are: Right
DIVISION 300 BASES SECTION 304 AGGREGATE BASE COURSE DESCRIPTION MATERIALS CONSTRUCTION REQUIREMENTS
304.06 DIVISION 300 BASES SECTION 304 AGGREGATE BASE COURSE DESCRIPTION 304.01 This work consists of furnishing and placing one or more courses of aggregate and additives, if required, on a prepared subgrade.
The AQUAFIN Approach to Concrete Repair
Concrete Repair Building Product Systems Waterproofing & Concrete Restoration Decorative Coatings Moisture Vapor Remediation & Flooring Injection Grouting The AQUAFIN Approach to Concrete Repair www.aquafin.net
NEW ELECTRICAL SUBSTATION Building 300 SECTION 07 53 23 ETHYLENE-PROPYLENE-DIENE-MONOMER ROOFING WORK
ETHYLENE-PROPYLENE-DIENE-MONOMER ROOFING WORK PART 1 GENERAL 1.1 REFERENCES The publications listed below form a part of this specification to the extent referenced. The publications are referred to within
Pavement Patching and Repair
Chapter 3 Pavement Patching and Repair General The roadway is the paved or otherwise improved portion of a public highway ordinarily used for vehicular travel. The roadway surface is normally classified
CHAPTER 8 ROAD SURFACE PROPERTIES
CHAPTER 8 ROAD SURFACE PROPERTIES 230 8.1 Introduction: The road user desires a road surface where he can drive safe and comfortable. This requires a pavement structure with enough stiffness, a fast run-off
Pavement Rehabilitation Selection Rehabilitation Techniques
Pavement Rehabilitation Selection Rehabilitation Techniques Bituminous Pavement Rehabilitation Techniques Overlays Bituminous Concrete Pre-overlay Treatments Mill and Overlay Mill and Inlay Recycling Options
Warranty Information TABLE OF CONTENTS PROCEDURES FOR WARRANTY 2
Warranty Information TABLE OF CONTENTS PROCEDURES FOR WARRANTY 2 PROTECTING YOUR DURO-LAST ROOFING 3 Safety Measures 3 Inspection 3 Maintenance Program 4 Sealants 4 Drainage 4 Parapets Walls 4 Building
SECTION 02630 STORM DRAINAGE SYSTEM
SECTION 02630 PART 1 - GENERAL 1.01 DESCRIPTION A. Section includes specifications for storm drainage systems including modifications and connections to existing storm drainage systems. 1.02 REFERENCE
BUILT-UP ROOF COATING SMOOTH and GRANULE SURFACE SPECIFICATION
07560 BUR BUILT-UP ROOF COATING SMOOTH and GRANULE SURFACE SPECIFICATION PART 1: GENERAL 1.01 SCOPE: To extend the useful service life of the aged or new asphalt built-up roof system and to reduce cooling
Lecture Notes CT 4860 Structural Pavement Design. Design of Flexible Pavements
Lecture Notes CT 4860 Structural Pavement Design Design of Flexible Pavements Prof.dr.ir. A.A.A. Molenaar Delft, March 2007 Table of contents Preface 3 1. Introduction 4 2. Major defect types in flexible
CRACK and JOINT REPAIRS on INDUSTRIAL CONCRETE FLOORS, PAVEMENTS and SECONDARY CONTAINMENT AREAS
CRACK and JOINT REPAIRS on INDUSTRIAL CONCRETE FLOORS, PAVEMENTS and SECONDARY CONTAINMENT AREAS Introduction Defects that affect the structural integrity, water and chemical proofing, ride and walking
INDUSTRIAL FLOORING INSTALLATION CHALLENGES. James C. Ziegler, ArmorSeal Product Manager Sherwin Williams Cincinnati, Ohio, USA
INDUSTRIAL FLOORING INSTALLATION CHALLENGES James C. Ziegler, ArmorSeal Product Manager Sherwin Williams Cincinnati, Ohio, USA Abstract: Specifier's and contractors not only need to properly evaluate the
CITY COUNCIL AGENDA ITEM CITY OF SHORELINE, WASHINGTON
Council Meeting Date: August 11, 2014 Agenda Item: 7(c) CITY COUNCIL AGENDA ITEM CITY OF SHORELINE, WASHINGTON AGENDA TITLE: Motion Authorizing the City Manager to Execute a Contract with Transmap Corporation
SERIES 900. Contents. Amendment - November 2008 1
SERIES 900 Road pavements - bituminous bound materials Contents MANUAL OF CONTRACT DOCUMENTS FOR HIGHWAY WORKS VOLUME 1 SPECIFICATION FOR HIGHWAY WORKS Clause Title Page 901 (08/08) Bituminous Pavement
Concrete Pavement Rehabilitation
Concrete Pavement Rehabilitation Rehabilitating Concrete Pavements using CPR 3 Restoration Resurfacing Reconstruction By Tim Smith Director Transportation & Public Works Cement Association of Canada, April
Catch Basin Rehabilitation Road Commission for Oakland County, Michigan
Date: Location: September 14, 2011, 9:45a.m. start East side of street in front of 4656 Maura Lane, West Bloomfield Participants: Oakland County Michelle Belanger, Rick Hall, Matt Mountain, Gary Flounory,
Paving Capitalization Work Categories and Treatments
Statement of ODOT Infrastructure Capitalization Policy Government Accounting Standards Board (GASB) 34 requires public agencies to capitalize infrastructure assets on their financial statements for periods
STANDARD REQUIREMENTS FOR BONDING OR MECHANICAL ATTACHMENT OF INSULATION PANELS AND MECHANICAL ATTACHMENT OF ANCHOR AND/OR BASE SHEETS TO SUBSTRATES
ROOFING APPLICATION STANDARD (RAS) No. 117 STANDARD REQUIREMENTS FOR BONDING OR MECHANICAL ATTACHMENT OF INSULATION PANELS AND MECHANICAL ATTACHMENT OF ANCHOR AND/OR BASE SHEETS TO SUBSTRATES Scope 1.1.
Solving a Hard Problem For The NYC DOT With a High Performance Thin Overlay
Solving a Hard Problem For The NYC DOT With a High Performance Thin Overlay NEAUPG Annual Meeting Portsmouth, NH October 24, 2013 Ronald Corun Director- Asphalt Technical Services NuStar Asphalt LLC 1