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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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3/21/2025 1:36:02 PM
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City Meetings
Meeting Body
City Council
Meeting Doc Type
Minutes
Date
6/30/1980
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• • <br />THE DESCRIBED MATERIAL SHALL BE PRICED PER TON, F.O.B. <br />LA PORTE OR PICKED UP AT THE POINT OF ORIGIN. <br />• Item 301 <br />AGGREGATE FOR SURFACE TREATMENTS <br />(Class A) <br />Description. This item establishes the requirements for agg- <br />regate to be used in the construction of surface treatments. <br />Materials. Aggregates shall be composed of clean, tough and <br />durable particles of gravel, crushed gravel, crushed stone, <br />crushed slag or natural limestone"rock asphalt. These mater- <br />ials shall not contain more than 5 percent by weight of soft <br />particles and other deleterious materials as determined by <br />Test Method Tex-217-F, Part 1. <br />The natural limestone rock asphalt aggregate furnished shall <br />have an average bitumen content from 4 to 8 percent by weight <br />of naturally impregnated asphalt, as determined by Test Method <br />Tex-215-F, and shall contain not more than 2 percent by weight <br />of any one of or combination of iron pyrites, or other object- <br />ionable matter, as determined by Test Method Tex-217-F, Part 1. <br />No aggregate shall contain a total of more than 5 percent by <br />weight of impurities or objectionable matter listed above. <br />The percent of wear, as determined by Test Method Tex-410-A, <br />for each of the materials shall not exceed 35 percent. , <br />The percent of wear on natural limestone rock asphalt aggregate <br />as determined by Test Method Tex-410-A shall be made on that <br />portion of the material retained on the No.4 sieve, having a <br />naturally impregnated asphalt content of less than 1 percent. <br />Crushed gravel shall have a minimum of $.~ percent of the_part- <br />icles retained on the No. 4 sieve with at least one crushed face, <br />as determined by Test Method Tex-413-A. <br />Types. The various types of aggregates <br />Type A. Type A aggregate shall consist <br />crushed stone or natural limestone rock <br />Type B. Type B aggregate shall consist <br />slag, crushed stone or natural limestone <br />Type C. Type C aggregate shall consist <br />crushed stone. <br />are identified as follows: <br />of gravel, crushed slag, <br />asphalt. <br />of crushed gravel, crushed <br />rock asphalt. <br />of gravel, crushed slag or <br />Type D. Type D aggregate shall consist of crushed gravel, crushed __ <br />• slag yr crushed stone. <br />Type E. Type E aggregate shall consist of natural limestone rock <br />asphalt. <br />C8) <br />
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