Tack quote in VIA

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Aug 6th, 2022
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How to tack quote in VIA

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welcome to pavenars webinars for the pavement Community my name is Andrew Bram and today weamp;#39;ll be talking about Tac coats for flexible Pavements so what weamp;#39;ll talk about today in particular is a little bit of background weamp;#39;ll start with what is a Tac coat and a little bit of the history of TAC codes and then weamp;#39;ll finally cover the importance of TAC code weamp;#39;ll then go into the different materials of TAC coats this includes asphalt emulsion also known as emulsified asphalt hot applied asphalt binder and reduced tracking tack code for design practices will focus on dilution and application rate and then weamp;#39;ll go over a couple of ashto resources as well then finally for construction we will cover six specific areas including storage equipment surface preparation weather and application and then quality assurance so what are Tac codes ing to the fhwa the Federal Highway Administration tax codes are a sprayed application of asphalt binder on e

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Usually, most tack coat materials require 1 to 2 hr to fully cure (set). It is generally recommended to let the materials completely cure before placing a new HMA layer on top of them. Various studies confirmed this recommendation by showing that longer curing time results in better interface strength performance.
What is tack coat? Tack coat (also known as bond coat) is a light application of asphalt emulsion between hot mix asphalt layers designed to create a strong adhesive bond without slippage. Heavier applications may be used under porous layers or around patches where it also functions as a seal coat.
Before applying the tack coat, the tack coat must be heated to a temperature ranging from 120- 160F. When considering the temperature at which to heat the tack coat before application, the surface that it is being applied to does not need to be taken into consideration.
Spray nozzles limit minimum application rates to approximately 0.05 gallons per square yard. Spray application rates closer to 0.10 gallons per square yard are recommended as they promote more even coverage. Dilution may be necessary to achieve even coverage.
It is recommended that all application specifications be in terms of residual asphalt. While some researchers have indicated that tack coats may not always be needed to get good bonding, the preponderance of literature supports always using tack coats between lifts of asphalt.
Too much tack coat can create a lubricated slippage plane between layers, or can cause the tack coat material to be drawn into an overlay, negatively affecting mix properties and even creating a potential for bleeding in thin overlays (Flexible Pavements of Ohio, 2001).
Generally, a tack coat should be allowed enough time to break and set (emulsion) or cure (cutback) before applying the next layer of HMA.
For tack coat applied on concrete pavement which is to be surfaced, use a rate of application that exceeds the upper limit when directed by the Engineer. For open-graded friction course, set the target rate of application at 0.045 gal/yd2 [0.20 L/m2].

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