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.

Slides:



Advertisements
Similar presentations
Asphalt The Bottom of the Barrel Sponsored by: Minnesota LTAP Center Presented by: Michael Marti, P.E. SRF Consulting Group, Inc. Dan Wegman, P.E. SemMaterials.
Advertisements

 Noise basics  What are quieter pavements?  State experience –Arizona pavements in Phoenix –Washington State experience  Interstate 5  SR 520  Bottom.
POLYPATCH. PolyPatch: What is it? Hot-applied, pourable, self- adhesive patching material Hot-applied, pourable, self- adhesive patching material has.
1 Preserving Municipality Roadways Federal = 3% State = 20% Local = 77% 94% of paved roads have an Asphalt surface FHWA Source: Stephen R. Mueller,
Highway Engineering Pavement Types
HMA Design (Surface) The surface course is the layer in contact with traffic loads and normally contains the highest quality materials. It provides characteristics.
Module 4-2 : Joint Sealing
LECTURE NO. 18 (Handout) ASPHALT CONCRETE MIXTURES
Pavements. Concrete –Rigid pavement Used where strength is an issue Runways, interstates and major roads –Continuous reinforcing Must have a good base.
HRVATSKO ASFALTERSKO DRUŠTVO COLD IN SITU RECYCLING AND VERY THIN ASPHALT CONCRETE - FRENCH TECHNOLOGY JP MICHAUT SEMINAR ASFALTNI KOLNICI 2015 OPATIJA,
Low Volume Road Solutions By: Jason Panter. Seal Coats What is a Seal Coat? – Thin surface treatments – Binder & Aggregates.
Chapter 6 Chip Seals From… Maintenance Technical Advisory Guide (MTAG)
Stone Mastic Asphalt Molly Nause-McCord. What is it? A type of road surfacing mix Mix made up of 70% coarse aggregate Nominal size of 10 mm or 14 mm –10mm.
Properties of Asphalt Important properties of asphalt include: Adhesion Consistency Specific Gravity Durability Rate of curing Ductility Aging and.
Eng. Malek Abuwarda Lecture 13 P1P1 Construction Methods Lecture 13 Production of Concrete and Asphalt.
Selecting the Right Maintenance Treatment Sponsored by: Minnesota LTAP Center Presented by: Michael Marti, P.E. SRF Consulting Group, Inc. Dan Wegman,
Emulsions 101 Sponsored by: Minnesota LTAP Center Presented by: Michael Marti, P.E. SRF Consulting Group, Inc. Dan Wegman, P.E. SemMaterials.
Pavement Preservation and Maintenance Private Roads Maintenance Workshop August 18, 2012.
TOPIC OF THE DAY Flexible Pavement Distresses/Failure Of Structure.
ThinLAY Asphalt for Pavement Preservation
Pavement Design Terms and Concepts
Crack Treatment Sponsored by: Minnesota LTAP Center Presented by: Michael Marti, P.E. SRF Consulting Group, Inc. Dan Wegman, P.E. SemMaterials.
Bituminous Street Recertification Initiatives. Initiative Items n Stone Matrix Asphalt (SMA) n Longitudinal Joint Spec and other methods for longitudinal.
Why Pavement Maintenance and Preservation? Sponsored by: Minnesota T 2 Center Presented by: Michael Marti, P.E. SRF Consulting Group, Inc. Dan Wegman,
Pavement Maintenance II Part 1a: SurfaceTreatments Idaho Roads Scholar Program.
Surface Rehabilitation Treatments
HMA Construction Program
Performance of Stone Matrix Asphalt Pavements in Maryland L. Michael G. Burke C. Schwartz AAPT 2003 Lexington, KY.
Session 3-6 HMA Overlays.
Chapter 5 Patching and Edge Repair
Pavement Maintenance II
Saving Your Asphalt! 36 th Annual Rocky Mountain Asphalt Conference & Equipment Show February 18-20, 2009.
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,
Thin and Ultra-Thin Overlays. 1.List benefits of thin and ultra-thin HMA overlays 2. Describe recommended materials 3. Describe recommended construction.
PAVEMENT MAINTENANCE 1 Part 3: Potholes and Cracks Idaho Roads Scholar Program.
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
3 rd International Road Surface Friction Conference SAFER ROAD SURFACES – SAVING LIVES May 2011 Queensland.
1 New Innovations in Road Seal Treatments 19 th South Australian Local Government Road & Works Conference BAROSSA – 25 th & 26 th August 2011 Warren Carter.
Pavement Types Dr. TALEB M. Al-ROUSAN.
STONE MASTIC ASPHALT.
High Modulus Asphalt (EME)
Module 3-4 Cold Milling. Learning Objectives  Describe the cold milling process  Describe the characteristics of typical milling equipment  Describe.
MODULE 3-3 Patching With Bituminous Mixtures. Learning Objectives  Describe the conditions that require patching  Distinguish between hot-, cold-, and.
Session 4 Preventive Maintenance Treatments. Learning Objectives 1.Identify typical preventive maintenance techniques used on HMA and PCC pavements 2.Identify.
THIN ASPHALT MIXTURES A new top layer should ; be flat and rough
Surface Treatments #2.
Multi-Layer Systems By Vadim Kravtsov Intermountain Slurry Seal, Inc 1.
1 Aggregate Primary function: TRH 3 : Surface Seals for Rural and Urban Roads Components  Resistance to abrasion of base  Transfer of wheel load to pavement.
Chip Seal Best Practices by: Larry Galehouse, P.E., P.S., Director National Center for Pavement Preservation.
3rd International Road Surface Friction Conference
Jerry L. Larson IRMCA Indiana LTAP Basics of a Good Road
Extending Performance with Proper Asphalt Compaction
VDOT’S PREVENTIVE MAINTENANCE TECHNIQUES & EXPECTATIONS
Alabama Asphalt Pavement Association
Thin Hot Mix Asphalt Overlays PennDOT Research Findings
Haritha Musty and Mustaque Hossain Kansas State University MATERIALS
Surface Preparation before laying Hot Mix
Structural Design of Highway
PAVEMENTS CEE 320 Steve Muench.
2018 Pavement Workshop May 23-24, 2018
2018 Pavement Workshop May 23-24, 2018
Introduction to Pavement Design
Pavement Preservation
Surface Treatments #2.
Pavement Structural Analysis
NRRA Pavement Workshop 2019
Asphalt Rubber Chip Seals
Presentation transcript:

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

A little history First Trial in France Introduced in U.S Jobs in TX & AL Jobs in NJ & PA Jobs in MN

Ultra Thin Bonded Wearing Coarse What is it? Surface Treatment –Preventive Maintenance –Corrective Maintenance (Surface Rehabilitation) Single Pass System –Emulsion membrane –Thin gap-graded hot mix –Placed with Special Equipment

3 Processes Spray Novabond Lay Hot Mix Smooth the Mat Ultra Thin Bonded Wearing Coarse Machine Specially Engineered Application of membrane Application of HMA

Ultra Thin Bonded Wearing Coarse: The Process Existing Pavement Surface of Mix 3/16” Membrane Coating on mix 3/8” Agg Size Total 9/16” Depth of Mix The Novabond Cures, Bonding the HMA to the Pavement

Polymer Modified Membrane Sprays easily Cures quickly Superior bonding

Ultra Thin Bonded Wearing Coarse HMA High quality aggregate –Restores & retains friction Gap-graded –Reduces noise –Reduces backspray Mix designed specially for process

Ultra Thin Bonded Wearing Coarse Binder Polymer modified binder –Less draindown –More forgiving (less sensitive to temp, etc.) –Quicker traffic return –Sticks better, less water sensitivity –Better cracking resistance –More durable

Application rates Emulsion membrane – gal/yd2 Ultra-thin hot mix asphalt overlay –Type A #/yd2 –Type B #/yd2 –Type C #/yd2 Total thickness: 3/8 to 3/4”

Rolling & Return to Traffic Rolling only to seat aggregate Return to traffic in minutes

Ultra Thin Bonded Wearing Coarse Construction Advantages Quick to apply Reopens to traffic quickly Cost effective

Performance Resists wear & rutting High skid resistance Reduced tire splash, hydroplaning Reduced tire noise Seals out water No loose aggregate Thinner lift –reduces applied weights –overhead clearance, curb reveal & drainage profiles –maximizes use of expensive aggregates

Reduced Backspray Wisconsin project ADT Backspray from dense graded surface Greater visibility on Ultra Thin Bonded Wearing Coarse surface