Amendment_1_revised_specification.pdf

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Attached to
Sand Hill River Fish Passage Federal contract opportunity
Solicitation number
W912ES15B0007
Issued by
Department of the Army Corps of Engineers Engineering District St Paul

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Amendment 1 Revised Specifications

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W912ES15B0007_Bid_Abstract.pdf PDF
Amendment_0002_15B0007.pdf PDF
Amendment_2_Revised_Bid_Schedule.pdf PDF
Amendment_1_Protected_Waters_Permit.pdf PDF
Amendment_1_15B0007.pdf PDF
Amendment_1_Sand_Hill_Revised_Bid_Schedule.pdf PDF

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SAND HILL RIVER FISH PASSAGES SAND_HILL-SOLIC

include:

Unit Weight and Absorption (ASTM C 127).

Petrographic Examination (ASTM C 295 and ASTM D 4992).

Resistance to Freezing and Thawing (ASTM D 5312).

c. Sampling and Testing. Samples from alternate sources shall be taken by a representative of the quarry under the supervision of the Contracting Officer. Information provided with the samples shall include the location and stratigraphy within the quarry from which the sample was taken. The Contractor shall ship the samples to a laboratory identified by the Contracting Officer. The Government will be responsible for testing costs associated with one quarry per project; and the Contractor shall be responsible for testing costs for additional sources.

2.1.2 Acceptance of Materials

Acceptance of a source of stone is not to be construed as acceptance of all material from that source. The right is reserved to reject materials from certain localized areas, zones, strata, or channels, when such materials are unsuitable for stone as determined by the Contracting Officer. The Contracting Officer also reserves the right to reject individual units of produced specified materials in stockpiles at the quarry, all transfer points, and at the project construction site when such materials are determined to be unsuitable.

2.2 GEOTEXTILE

Geotextiles shall meet the requirements specified in Table 1 in accordance with AASHTO M 288. Where applicable, Table 1 property values represent minimum average roll values (MARV) in the weakest principal direction.

Values for AOS represent maximum average roll values.

Geotextile Fabric Requirements

Property, Units Test Method Requirement

Grab Strength, lbs., min ASTM D4632/D4632M 200

Percent Open Area, % Tear Strength, lbs., min

COE-22125-86 10

Puncture Strength, lbs., min

ASTM D6241 430

Permittivity, sec.-1, min.

ASTM D4491 0.1

Apparent Opening Size (AOS), U.S. Sieve (mm)

ASTM D4751 50, (0.30)

Ultraviolet Stability (retained strength), %

ASTM D4355/D4355M 50%, after 500 hours

Tensile Elongation, %, min

ASTM D4632/D4632M 50

Flow Rate, gal/min/ft2 ASTM D4491 5

2.3 BEDDING MATERIAL

Bedding material shall be composed of tough, durable particles, adequately

SECTION 35 31 19.00 13 Page 7 W912ES-15-B-0007

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