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1980-06-30 Special Called Meeting
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1980-06-30 Special Called Meeting
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Last modified
11/2/2016 12:06:55 PM
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7/31/2025 10:35:33 AM
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City Meetings
Meeting Body
City Council
Meeting Doc Type
Minutes
Date
6/30/1980
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~- -- - <br />The percent of wear on limestone rock asphalt ag~;rel;ate <br />shall be no more than 40 as determined by Test P-letiiod Tex- <br />.410-A and shall be made on that portion of the material re- <br />tained on the ;10. 4 sieve having a naturally imprel;nated <br />• asphalt con tent of less than 1 percent. <br />;Jo material shall be used before the source has been approved <br />and the material has been sampled, tested and approved by the <br />City. The Contractor shall notify the City in advance if~chanl;e <br />in source of any material is desired, and both tl~e new source <br />and material shall be approved by the City prior to use. <br />Asphalt Alaterail <br />y <br />(a) Flux. .The fluxing material shall meet the Flux Oil <br />req uirements~ of the Item, "Aspha 1 is , Oi 1 s and L•'muls ions" . <br />_ ~ (b) Taclc Coat. The asphalt material for tack coat shall <br />.'meet the requirements for emulsified asphalt, EA-11M, or cut- <br />`back asphalt, RC-2. If RC-2 cut-back asphalt is used it may <br />:.upon instruction from. the City, be diluted by the addition of~an <br />.approved grade of gasoline and/or keroses, not to e}:ceed 15 <br />percent by volum. Asphaltic materials'§l~all meet the require- <br />-_rnents of the Item, "Asphalts, Oils and Emulsions". <br />.,.330.3 Paving 1`lixtures . <br />,Types. The paving mixture shall consist of a uniform mixture <br />of crushed limestone rock asphalt aggregate, flux, and water if <br />. .needed. The grading shall be such as to produce, when <br />properly proportioned, a mixture which, when tested in accordance <br />with Test Method Tex-200-F, will conform to the limitations <br />for grading given below for the type specified Prior to the <br />application of the fluxing material to the limestone rock asnilalt <br />agreeate. Tlie grading to be used in these mixtures, ~vithin~ <br />the limits specified, shall be approximately as designated by <br />-the City, and the mixture produced shall be uniform. ~ " <br />T e "A" Pr~cent <br />YP by jJeigh t <br />Retained on 1" Sieve 0 <br />Retained o.n 7/8" Sieve ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ 0 to 2 <br />Retained on 5/8" Sieve ~ ~ ~ 5 to 15 <br />Retained on 3/8" Sieve .25 to 35 <br />Retained on No. !{ Sieve. .50 to 60 <br />Passing No. 10 Sieve .25 to 35 <br /> <br />(1~~) <br />
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