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

Similar documents
Field Manual for Crack Sealing in Asphalt Pavements

Pavement Patching Repair for AC and PCC Pavement Surfaces. Vern Thompson

September 1, 2003 CONCRETE MANUAL CONCRETE PAVEMENT REHABILITATION

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

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

Reflectex TM Reflective Concrete Interlayer Geotextile INSTALLATION GUIDELINES

Benefits of Preventative Maintenance Pavement Sealers

Joint Rehabilitation. Driving Forces for Concrete Pavement Joint Repairs

OHIO ASPHALT PAVING CONFERENCE

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

Why Maintain Your Asphalt?

APPENDIX B. I. Background Information

ARDEX GUIDE SPECIFICATION ARDEX Exterior Concrete Repair & Resurfacing Polymer-Modified, Cement-Based, Patch & Horizontal Overlay Materials

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

CAPITAL PREVENTIVE MAINTENANCE

INSTALLATION RECOMMENDATIONS. Outdoor Rubber Tiles

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

TERMOSIGN APPLICATION INSTRUCTIONS

Cracksealing is one form of preventative pavement maintenance that ensures the consistent operation of our nation s roadways.

Resurfacing Concrete. Page 1 of 5

Decision Matrix for Pavement Preservation. Mike Mamlouk Arizona State University

Technical Report Documentation Page

Fly Ash Slurry Injection (FASI) of Bituminous Thermal Cracks

Rehabilitation Strategies for Bonded Concrete Overlays of Asphalt Pavements

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

Metropolitan Builders Association Masonry & Concrete Standard

Chapter 2 Basis of design and materials

Minor Cracks in Horizontal Surfaces

EQUIPEMENTS DE MAINTENANCE. Road maintenance

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

Proposed Revision to Bridge Design & Drafting Manual

Shingle Installation Guide

Installation PowerPoint for Grasscrete Formers

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

How to Install Hardwood Flooring Over a Sub Floor

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

Adhesive Recommendation for Altro Flooring. Porous (absorbent) subfloors (most wood subfloors and some concrete)

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

SPECIFICATION FOR CONSTRUCTION OF UNBOUND GRANULAR PAVEMENT LAYERS

TITLE: MASONRY PARAPET WALLS AND FLAT ROOF REQUIREMENTS 11/1/09

SECTION XXXXXX TECHNICAL SPECIFICATIONS FOR INSTALLATION OF PROTECTIVE COATINGS FOR MANHOLES, WETWELLS, AND OTHER SANITARY SEWER STRUCTURES

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

PART E SPECIFICATIONS

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

Preservation, Repair and Rehabilitation of Concrete Bridges, Pavements and Tunnels in Virginia

Section 500 Rigid Pavement

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

CID STREET INFRASTRUCTURE ASSESSMENT

SELECTING REHABILITATION STRATEGIES FOR FLEXIBLE PAVEMENTS IN TEXAS. Andrew J. Wimsatt, Ph.D., P.E. Fort Worth District Pavement Engineer

Technical Services. Product MM INCH Installation direction Seams treatment GTI CONNECT (interlocking)

Construction Specifications for Keyhole Pavement Coring and Reinstatement

State of Illinois Department Of Transportation CONSTRUCTION INSPECTOR S CHECKLIST FOR STORM SEWERS

Quality Assurance Concepts. Outline

Nevada DOT Cold In-Place Recycling Federal Highway Administration National Review Close out meeting, August 25, 2005

NAPCA BULLETIN APPLICATION PROCEDURES FOR CONCRETE WEIGHT COATING APPLIED BY THE COMPRESSION METHOD TO STEEL PIPE

Construction of Quality Hot Mix Asphalt Pavements

CA-48 TECHNICAL SPECIFICATION

Warranty Information TABLE OF CONTENTS PROCEDURES FOR WARRANTY 2

WATERPROOFING OF REINFORCED CONCRETE FLAT ROOF 12

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

CDS TROUBLESHOOTING SECTION I. VACUUM Weak vacuum at wand. Gauge reads normal (10hg to 14hg)

Precast Concrete Parking Structures

SECTION 36 - CAST-IN-PLACE CONCRETE PIPE (CIPCP) TABLE OF CONTENTS

BENTLEY ELEMENTS COLLECTION LVT

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.

A. Work on this project shall consist of, but is not limited to, the following:

SECTION 4Aggegate Subbase

ITEM THERMOPLASTIC MEMBRANE ROOFING

Cleaning guide for senior living facilities

Window Installation Instructions

How To Level A Subfloor

STAYFLEX CORROSION CONTROL AND THERMAL INSULATION SYSTEM

Session 7: Retrofitted Edge Drains 7.1

COST EFFECTIVE ROAD MAINTENANCE MARCH 2015

Specification for Pipe Coating Repairs Offshore

SCENIC VIEW SV 10 SECTION SOLAR CONTROL FILMS

Rehabilitation for Concrete Pavements

ELASTOCEM. Technical features. Applications. Two-component flexible, waterproofing and protective cementitious grout.

Field Test Protocol NANOTAC

Successful Approach to the Repair of Reinforced Concrete Support Structures in Delayed Coking Units

Construction. SikaProof A-08 Edge, A-12 Edge. Fully bonded FPO sheet membrane in L-shape for the SikaProof A waterproofing system. Product Description

K2 STONE NATURAL VENEER

CITY COUNCIL AGENDA ITEM CITY OF SHORELINE, WASHINGTON

LOWELL REGIONAL WASTEWATER UTILITY SPECIFICATIONS FOR THE LOWELL MA CONCRETE FLOODWALL REPAIRS

Site Inspection Report

Wastewater Capital Projects Management Standard Construction Specification

SECTION POLISHED CONCRETE FINISHING. InovaCrete Polished Concrete Floor Finish (GUIDE SPEC)

StuccoSpec Moisture Testing Inspection

VC 104+ Rigid Grade / Rigid Grade Imagine VC 104 Rigid Grade Commercial Customised

SECTION 55 PIPE FOR STORM DRAINS AND CULVERTS (FAA D-701)

SECTION PRECAST CONCRETE UTILITY STRUCTURES

Advancements in Permeable Pavements

Roof Insulation Building. Energy. Environment friendly e-library

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

Roofing Systems. There are many different systems, each with it's own special requirements and benefits. Browse through all the options below.

CONCRETE FLOOR SLAB & CASTING BED CONSTRUCTION

Division 9. SignaFlor Pad and Pour Flooring System

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

SIDE SEWER CONDITION ASSESSMENT AND REPAIR RECOMMENDATIONS

Grinding equipment that causes raveling, aggregate fractures or disturbance to the joints shall not be permitted.

Transcription:

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 preparation work and should never be overlooked Crack treatments are consistently the lowest cost option and provide the highest benefit 5 Benefits of Crack Sealing Crack Sealing - Overview 1. Extends pavement life 2. Restricts water penetration into the underlying base and subbase layers 3. Used in conjunction with surface treatments to retard reflective cracking. 4. Material bonds to crack walls and moves with pavement 5. Cost-effective use of dollars over time compared to other pavement maintenance techniques Why and when? Pavement evaluation Determine if Crack Sealing (working cracks) or Crack Filling (non-working cracks) treatment is needed Determine pavement temperature (high/low extremes) Select product Proper application/equipment What cracks to treat? All cracks soon after they appear any crack opening will allow moisture Water penetration into pavement foundation (subbase) New industry standard all cracks 1/8 to 1 ½ Repair Many Types of Cracks Standard Crack treatments will not address all the defects Removing and replacing is costly and time consuming, so it is important to recognize good and bad candidates for crack filling

Bad Candidates for Crack Sealing Excessive deterioration Cracks turned to Potholes Replacement Recommended Treat Cracks Early Or they could become like this

Or like this Too Many Cracks for Sealing Good Candidates for Crack Sealing Can be filled effectively Block Cracking Random Cracking

Good Candidate Minimal Deterioration Pavement Joints are Good Candidates for Crack Sealing Concrete cracks can be sealed Water Intrusion is an Indicator Sealing Prevents Water Intrusion

Incompressible dirt and debris Incompressible Intrusion Seal joints between asphalt and concrete What cracks to treat? Don t forget edge joints Crack Sealing Treatment Cap Fill and Squeegeed Overband Methods Use: In thermal cracks Routed reservoirs Pavements in good condition- >20 transverse crack spacing, minor other cracking

Squeegee cracks or use swivel shoe to overband? If you intend to overlay the area being crack sealed within the year: Area should be squeegeed to flatten the overband to a film thickness This applies to either hot mix or slurry mixes Squeegeed overband will be wider and will not appear as neat as the swivel shoe application Using the V shaped Squeegee on cracks is more costly due to the extra labor involved with using the squeegees Swivel shoe sealed crack 5 years later If you are not intending to overlay for more than a year: Overband using only the swivel shoe Using swivel shoe only (without squeegee) is less costly V shaped Squeegee sealed crack 5 years later 5 year old Squeegeed Crack 2 Year Old Swivel Shoe Cracks 2 Year Old Swivel Shoe Cracks

2 year old V Squeegee Cracks on Limited Access Road 4 Year Old Swivel Shoe Applicator Filled Crack Rout Size Recommendation Routing Rout at least 1/8 from each crack face Keep centered over crack Reduce spalling by using as many cutters as possible Cracks being routed on demo project Routing shows loss of larger aggregate along edges

Routed crack with missed area along the top Routed with missed area creating additional crack Routed Crack prior to filling Crack after routing and filling with V shaped Squeegee Reasons to Rout Cracks 1. Various studies show that there is greater chance of sealant success if cracks are routed prior to sealing 2. Crack routing involves cutting through the crack to provide a uniform rectangular reservoir in which the sealant is to be placed 3. Cutting a reservoir above the crack allows adequate sealant expansion and contraction 4. Routing creates uniform and smooth edges, thus allowing the sealant material to adhere better with the asphalt pavement More reasons to Rout Cracks 5. The reservoir ensures that the proper amount of sealant penetrates the crack 6. You can fill the reservoir flush with the surface or a little below the surface which helps when overlaying within a year of crack sealing

Disadvantages of Crack Routing It turns a smaller crack into a larger crack It can fracture the pavement around it The larger reservoir requires using more material When the router misses the crack you are trying to follow, it creates an additional crack It is more costly due to more labor, equipment, and material needed It inconveniences the traveling public for a longer period of time due to extra time required routing the cracks Cleaning and drying of Cracks Before placing sealant, all cracks must be thoroughly cleaned Crack cleaning is essential since most failures occur as a result of cracks not being cleaned properly For drying, a hot compressed air heat lance is used For proper crack sealing the crack must be free of moisture Airflow from the compressor should be free of oil and moisture Cleaning with Heat Lance Lab Manufacturing Model C Heat Lance Crafco Heat Lance Crack Sealing Truck with application machine behind

Hot Pour Crack Sealer being applied on routed crack Crack Sealer can be applied with one of several types of shoes V Shaped Crack Squeegee Using V Squeegee behind applicator Flattening with V Shaped squeegee Sealant Application - Overband Maximum 1/16 thick Maximum 2 overband on each side of crack Overband- best performance (SHRP/FHWA)

Control Panel on melting machine Hot Pour Crack Sealer applied through heated hose Recommend Overband (Non-Rout/Clean & Fill) Detack applied to filled cracks Crack Sealer followed by Detack Application Crack Sealer and Detack applied

Not recommended Why Seal Cracks? Prevents water intrusion into subbase Prevents incompressible intrusion Improves ride quality smoothness Slows down pavement deterioration COST-EFFECTIVE Summary Thank you Cracks are inevitable, and neglect leads to accelerated cracking and potholing, further reducing pavement serviceability. Questions? (FHWA-RD-99-147) Contact Me: Dennis Roberts www.remacus.com C: 434-774-6878 O: 434-634-2111