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VDOT’S PREVENTIVE MAINTENANCE TECHNIQUES & EXPECTATIONS
Todd Rorrer Regional Field Engineer CO Asphalt Programs 2017 Asphalt Regional Seminars
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VDOT’S PREVENTIVE MAINTENANCE TECHNIQUES & EXPECTATIONS
Thin Hot Mix Asphalt Concrete Overlay (THMACO) Surface Treatments/ Seal Coats Slurry Surfacing and Micro Surfacing Cape Seal (Surface Treatment and Slurry Combined) SM-4.75 Introduction, Project Communication, & Safety
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Thin Hot Mix Asphalt Concrete Overlay
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THMACO Thin Hot Mix Asphalt Concrete Overlay
Preventative Maintenance Overlay and Bonding Agent for Composite Pavement Rehab Requires a specialized spray-bar paver or hot applied polymer modified tack Tack application rate is .25 +/- (0.03) Gal/sq yd Delivery temperature is 315oF +/- 15oF measured in the paver hopper Base Temperature 50oF or higher Accepted based on Visual Inspection Rejection requires remove and replace No Price Adjustments New for 2017 PG Binder has been corrected to PG 64V-28 One year warranty against raveling and delamination By Special provisions – Not in Standard Specification at this time Introduction, Project Communication, & Safety
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THMACO Laydown and Paver
Introduction, Project Communication, & Safety
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THMACO Laydown and Paver
Introduction, Project Communication, & Safety
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THMACO Laydown and Paver
The most essential part of project planning and organization is communication. Effective communication is vital to all elements of project organization Discuss project documents versus contract documents. Technicians must know which materials supersede others. Introduction, Project Communication, & Safety
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THMACO: Proper mat with proper overspray
Introduction, Project Communication, & Safety
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Potential Issues THMACO Introduction, Project Communication, & Safety
The most essential part of project planning and organization is communication. Effective communication is vital to all elements of project organization Discuss project documents versus contract documents. Technicians must know which materials supersede others. Introduction, Project Communication, & Safety
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Bleed off: High tack application and overspray can bleed with heavy rains following laydown
Introduction, Project Communication, & Safety
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Delamination: Delamination can occur with stuck nozzles on paver Patching or milling may be appropriate Introduction, Project Communication, & Safety
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Raveling and Segregation Delivery Temperature is critical Raveling and segregation will occur
Introduction, Project Communication, & Safety
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Reflective crack and spall, with 2 weeks of traffic
Pavement cracks or joints ¼ inch or more in width shall be cleaned and filled with a sealant material conforming to the Special Provision For Sealing Cracks in Asphalt Concrete Pavements or Hydraulic Cement Concrete Pavement. Quantities and payment will be according to the Special Provision For Sealing Cracks in Asphalt Concrete Pavements or Hydraulic Cement Concrete Pavement. Introduction, Project Communication, & Safety
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VDOT Surface Treatments
Generically known as Chip Seals The most essential part of project planning and organization is communication. Effective communication is vital to all elements of project organization Discuss project documents versus contract documents. Technicians must know which materials supersede others. Introduction, Project Communication, & Safety
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VDOT Surface Treatments
Seal Treatment: One Application of liquid asphalt and one application of cover aggregate Modified Single Seal: Two applications of liquid asphalt one application of cover and one application of blot fine aggregate Modified Double Seal: Three applications of liquid asphalt, two applications of cover and one application of blot fine aggregate Introduction, Project Communication, & Safety
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Surface Treatments Appropriate uniformity No streaks
Appropriate amount of cover loss with traffic Introduction, Project Communication, & Safety
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Proper Surface Texture After Traffic
Introduction, Project Communication, & Safety
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Potential Issues Surface Treatment
Introduction, Project Communication, & Safety
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Emulsion Application Rate
Delamination: Surface preparation Emulsion Application Rate Ensure aggregate compatibility Introduction, Project Communication, & Safety
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Streaking Emulsion application rate Calibrate the Distributor Calibrate the chip spreader Ensure aggregate compatibility Introduction, Project Communication, & Safety
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Distributor Calibration
Emulsion application rate Spray bar height Speed Required by specification to be performed in front of the Engineer per project Introduction, Project Communication, & Safety
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Distributor Calibration
Once height is established, verify the application rate with plate test Required by specification to be performed in front of the Engineer per project Introduction, Project Communication, & Safety
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Surface Treatments Bond breakers
Introduction, Project Communication, & Safety
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Slurry Seals and Micro Surfacing
Introduction, Project Communication, & Safety
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Slurry Seals and Micro Surfacing
Introduction, Project Communication, & Safety
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Slurry Seals and Micro Surfacing
Mixture of emulsified asphalt and fine aggregate Placed in thin lifts to protect and seal current riding surface Micro Surfacing is a slurry seal using Latex Modified emulsions and additional lab design requirements Introduction, Project Communication, & Safety
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Placed in thin lifts to protect and seal current riding surface
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Slurry Seals and Micro Surfacing
Delamination: Poor surface preparation Gradation and AC content too tight Introduction, Project Communication, & Safety
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Surface Preparation and / or Gradation Control
Introduction, Project Communication, & Safety
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Cape Seals Combination of a Surface Treatment and Slurry Seal
Surface treatment is placed first Allowed to cure for at two weeks by specification Surface cleaned and Slurry applied Introduction, Project Communication, & Safety
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Cape Seals Combination of a Surface Treatment and Slurry Seal Suburban Secondary in Chesterfield County, VA Completed Summer of 2016 Current Condition: February 2017 Introduction, Project Communication, & Safety
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Cape Seals Suburban Secondary in Chesterfield County, VA Completed Summer of 2016 Current Condition: February 2017 Introduction, Project Communication, & Safety
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Cape Seals Suburban Secondary in Chesterfield County, VA Completed Summer of 2016 Current Condition: February 2017 Introduction, Project Communication, & Safety
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SM-4.75 Preventative Maintenance Overlay
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SM-4.75 Finer Superpave Mix placed at .75 to 1.25 inches
Used with A, D and E mixes Minimum of three breakdown passes Density based on roller pattern and control strip, however CS cores are not taken Material temperatures are critical, best practices are to work hot to warm in the field May be rejected based on visual inspection Platform is critical Introduction, Project Communication, & Safety
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New for 2017 – SP Dated July 22, 2016 Last Paragraph of Section VII:
The minimum laydown temperatures: for SM-4.75A and SM-4.75D shall not be less than 270°F. For SM-4.75E, the minimum laydown temperature shall not be less than 290°F. VIII. Weather Restrictions SM-4.75 mixture shall be placed only when the ambient and surface temperature are 50 degree F or above. The Contractor shall employ a Material Transfer Vehicle (MTV) during the placement of SM-4.75 mixtures for the ambient and/or surface temperature between degree F.
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Smooth uniform surface that protects the underlying pavement
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SM-4.75 Platform is critical:
Curb and gutter sections need full width milling Introduction, Project Communication, & Safety
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Edge Milling, can lead to issues…
Curb and gutter sections need full width milling Introduction, Project Communication, & Safety
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Edge Milling, can lead to issues…
Introduction, Project Communication, & Safety
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SM-4.75 It is much better to plane the entire platform….
Introduction, Project Communication, & Safety
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Patch out weak spots Introduction, Project Communication, & Safety
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Patch out weak spots Introduction, Project Communication, & Safety
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SM-4.75 Watch out for over-runs Get a feel for quantities
Introduction, Project Communication, & Safety
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Thank You Introduction, Project Communication, & Safety
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