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. ~ • <br />Retained on 1/2" sieve. .20-35 <br />Retained on 3/8" sieve. 85-100 <br />Retained en 1/4" sieve. 95-100 <br />• Retained on No. 10 sieve. 99-100 <br />Grade 4: Retained on 5/8" sieve. .0 <br />Retained on 1/2" sieve. 0-2 <br />Retained on 3/8" sieve. 20-35 <br />Retained on No. 4 sieve 95-100 <br />Retained on No. IO sieve. 99-100 <br />Grade 5: Retained on 3/8" sieve. .0 <br />Retained on 114" sieve. .0-5 <br />Retained on No. 10 sieve. 99-100 <br />The aggregate shall not contain more than 1.0 percent by weight <br />of fine dust, clay-like particles and/or silt present when tested <br />in accordance with Test Method Tex-217-F, Part 2. <br />Precoated Aggregates, Precoated aggregates shall be aggregates of <br />the type specified, treated (coated or fluxed) with 0.5 to 1.5 per- <br />cent by weight of precoat material or flux oil meeting the require- <br />ments of this specification and the approval of the Engineer. The <br />particular grade of precoated aggregate specified shall meet all <br />requirements of Article 304.4. prior to the application of the pre- <br />coat material or flux oil. <br />Water. Water in an amount not to exceed 3 percent by weight of the <br />mixture may be used in preparing the mixture. The water shall be <br />added as directed by the City during the mixing, in .the event <br />water is used in the mixing poeration adequate measuring devices <br />shall be used and the water shall be administered to the mix through <br />an approved spray bar. <br />Physical Properties of the Mixture. The materials may be mixed on <br />the job or at some central mixing plant and shipped ready for use. <br />Mixes that do not remain workable a sufficient period of time or <br />maintain flow qualities such that the precoated aggregate may be <br />satisfactorily spread by normal approved mechanical spreading devices <br />will not be acceptable. <br />Materials that are not uniformly and/or properly coated or fluxed, <br />as determined by the Department's standard testing procedures or <br />in the opinion of the Engineer, will not be accepted for use. <br />ITEM 305 <br />AGGREGATE FOR SURFACE TREATMENTS <br />(Precoated) <br />(Class A) <br />Description. This item establishes the requirements for precoated <br />aggregate to be used in the consturction of surface treatments. <br />(14) <br />