Attachment A1 - Standard Specifications for Ice Control Sand.pdf

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Attached to
2, 500-ton Ice Control Sand for Houghton Maintenance Facility
Solicitation number
RFP 591 180000000380 1
Issued by
Houghton County, Michigan

About this file

This is a Standard Specifications document issued by the Michigan Department of Transportation Bureau of Highways, dated October 8, 2013, establishing gradation requirements for Ice Control Sand. The specification defines the material requirements for ice control sand used in highway maintenance operations. The sand must be natural sand, manufactured fine aggregate, or a uniformly graded blend consisting of fine, clean, hard, durable, and uncoated particles free from clay lumps and soft or flaky granular material. The material is measured and paid for by the ton, with weight slips required to accompany each load.

The specification establishes strict gradation requirements through sieve analysis testing, with materials required to pass 100 percent through a 3/8-inch sieve, 95-100 percent through a #4 sieve, 65-90 percent through a #8 sieve, 20-65 percent through a #30 sieve, and 0-5 percent through a #200 sieve. Moisture content shall not exceed 6 percent, with loads exceeding this threshold subject to penalties in accordance with Section 109.01A of the Michigan Department of Transportation 2012 Standard Specifications for Construction. No pricing, award dates, contract terms, or renewal options are specified in this standards document, as it serves as a technical specification for material acceptance and quality control rather than a procurement solicitation.

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Text version

MICHIGAN

DEPARTMENT OF TRANSPORTATION

BUREAU OF HIGHWAYS

SPECIFICATIONS

FOR

ICE CONTROL SAND

M:TJC:JBB

Dated: 10.08.13

1.0 DESCRIPTION - This special provision consists of defining the gradation requirements for Ice

Control Sand.

2.0 MATERIALS - The Ice Control Sand shall be natural sand, manufactured fine aggregate, or a uniformly graded blend, which is fine, clean, hard, durable, uncoated particles of sand free from clay lumps, and soft or flaky granular material resulting from the natural disintegration of rock, and meeting the following gradation requirements.

ICE CONTROL SAND

Sieve Analysis (MTM 109)

Sieve Size Percent Passing

3/8” 100

#4 95-100

#8 65-90

#30 20-65

#200 0-5

3.0 MEASUREMENT AND PAYMENT

Pay Item Pay Unit

Ice Control Sand ......................................................................................Ton

Weight slips must accompany each load. And moisture content shall not exceed 6%. Any loads that exceed 6% will be penalized in accordance with section 109.01A of the Michigan

Department of Transportation 2012 Standard Specifications for Construction.

Exhibit A1 – Standard Specifications

File details come from the government source that posted it. Updated .