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Division 1100 — Aggregates

1109Aggregate for Microsurfacing

KS · 2015 Standard Specifications✓ Full text on BuildSpecBook pages 684–684 Save this section

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1109 - AGGREGATE FOR MICROSURFACING 1100-27

1109.1 Description

This specification covers aggregates for use in microsurfacing operations.

1109.2 Requirements

a. Composition. Provide aggregate for microsurfacing that is crushed gravel, crushed calcite cemented sandstone, or chat which is a material obtained from the mining of lead and zinc ores. Produce crushed gravel by mechanical crushing of siliceous gravel and not containing more than 15% non- siliceous material. b. Quality.  Soundness, minimum (KTMR-21) ................................................................. 0.90  Wear, maximum (AASHTO T 96) ................................................................. 40% c. Product Control. Provide material that complies with TABLE 1109-1: TABLE 1109-1: GRADING REQUIREMENTS Percent Retained - Square Mesh Sieves ½” 3/8” No. 4 No. 8 No. 16 No. 30 No. 50 No. 200 0 0-1 6-14 35-55 54-75 65-85 75-90 85-95 Additional Requirements for Crushed Gravel.  Percent Crushed Particles (KT-31) (minimum) ............................................. 98%*  Uncompacted Void Content of Fine Aggregates (KT-50) (minimum) .......... 46%  Sand Equivalent (KT-55) (minimum) ............................................................ 65% *Provide 98% of the crushed gravel with 2 or more fractured faces. Deleterious Substances. Provide materials that ar e free from weeds, sticks, grass, roots and other undesirable foreign matter. d. Stockpiling. Stockpile and handle aggregates in such a manner to prevent detrimental degradation and segregation, the incorporation of appreciable amounts of foreign material, and the intermingling of stockpiled materials.

1109.3 Test Methods

Test aggregates according to the applicable provisions of SECTION 1115.

1109.4 Prequalification

Prequalify aggregate sources according to subsection 1101.4.

1109.5 Basis of Acceptance

Aggregates covered by this subsection are accepted based on the procedures described in subsection 1101.5.

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Source: Standard Specifications for State Road and Bridge Construction, 2015 Edition. Pages 684–684 of 978. View official source ↗

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