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with plant controls so that the mixture production will be interrupted if introduction of the <br /> hydrated lime fails . The addition of the hydrated lime to the aggregate may be accomplished by <br /> Method (A) or (B ) as follows : <br /> 337-9 . 2 . 1 Method (A) - Dry Form : Add hydrated lime in a dry form to the <br /> mixture according to the type of asphalt plant being used. <br /> When a batch plant is used, add the hydrated lime to the aggregate in the <br /> weigh hopper or as approved and directed by the Engineer. Increase the batch dry mixing time <br /> by eight to twelve seconds , or as directed by the Engineer, from the time the aggregate is <br /> completely emptied into the pugmill . Uniformly distribute the hydrated lime prior to the addition <br /> of asphalt rubber into the pugmill . <br /> When a drum-mix plant is used, add and uniformly disperse the hydrated <br /> lime to the aggregate prior to the addition of the asphalt rubber. Add the hydrated lime in such a <br /> manner that it will not become entrained in the exhaust system of the drier or plant. <br /> 337-9 .2 .2 Method (B) - Hydrated Lime/Water Slurry : Add the required <br /> quantity of hydrated lime (based on dry weight) in a hydrated lime/water slurry form to the <br /> aggregate . Provide a solution consisting of hydrated lime and water in concentrations as directed <br /> by the Engineer. Use a plant equipped to blend and maintain the hydrated lime in suspension and <br /> to mix it with the aggregates uniformly in the proportions specified. <br /> 337-9.3 Hydrated Lime Pretreatment : For FC - 5 mixes containing granite , as an <br /> alternative to 337 - 9 . 2 , pretreat the aggregate with hydrated lime prior to incorporating the <br /> aggregate into the mixture . Use a feed system to accurately proportion the aggregate and <br /> required quantity of hydrated lime, and mix them in such a manner that uniform coating of the <br /> aggregate is obtained. Control the proportion of hydrated lime to within plus or minus 10 % of <br /> the amount required. Aggregate pretreated with hydrated lime in this manner shall be <br /> incorporated into the asphalt mixture within 45 days of pretreatment. <br /> 337-9 .3 . 1 Hydrated Lime Pretreatment Methods : Pretreat the aggregate using <br /> one of the following two methods : <br /> Pretreatment Method A — Dry Form : Add the required quantity of <br /> hydrated lime in a dry form to the aggregate . Assure that the aggregate at the time of <br /> pretreatment contains a minimum of 3 % moisture over saturated surface dry ( SSD) conditions . <br /> Utilize equipment to accurately proportion the aggregate and hydrated lime and mix them in such <br /> a manner as to provide a uniform coating. <br /> Pretreatment Method B — Hydrated Lime/Water Slurry: Add the required <br /> quantity of hydrated lime (based on dry weight) in a hydrated lime/water slurry form to the <br /> aggregate . Provide a solution consisting of hydrated lime and water in a concentration to provide <br /> effective treatment . Use equipment to blend and maintain the hydrated lime in suspension, to <br /> accurately proportion the aggregate and hydrated lime/water slurry, and to mix them to provide a <br /> uniform coating. <br /> 337-9 .3 .2 Blending Quality Control Records : Maintain adequate Quality <br /> Control records for the Engineer ' s review for all pretreatment activities . Include as a minimum <br /> the following information (for each batch or day ' s run of pretreatment) : pretreatment date, <br /> aggregate certification information, certified test results for the hydrated lime , aggregate <br /> moisture content prior to blending, as -blended quantities of aggregate and hydrated lime , project <br /> number, customer name , and shipping date . <br /> 337-9 .3 .3 Certification : In addition to the aggregate certification, provide a <br /> certification with each load of material delivered to the HMA plant, that the material has been <br /> - 108 - <br /> FPID ( S ) : 423186 - 1 - 58 - 01 <br />