2802_CONCRETE.pdf

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ROADWAY MATERIAL
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W911RP-16-B-0001
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Concrete

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CONCRETE

SECTION 2802 Page 1 of 1

SECTION 2802

CONCRETE

PART 1 GENERAL

1.1 REFERENCES

The publications listed below form a part of this specification to the extent referenced. The publications are referred to in the text by basic designation only.

Arkansas State Highway and Transportation Department Standard Specifications for Highway Construction (latest edition)

1.2 MEASUREMENT AND PAYMENT

Subsection 802.24 and 802.25 of the AHTD Standard Specifications for Highway Construction are not applicable. Concrete shall be measured by certified tickets by the cubic yard furnished and delivered to the various sites on the Pine Bluff Arsenal.

1.3 STANDARD SPECIFICATIONS

Concrete shall conform to the provisions of Section 802 – Concrete For Structures for Class S Concrete per Table 802-1 and all referenced sections therein of the Arkansas State Highway and Transportation Department “Standard Specifications for Highway Construction”, except as specified herein. Reference hereinafter to the Arkansas State Highway and Transportation Department “Standard Specifications for Highway Construction” will be by the basic designation “Standard Specifications”. The words “Chief Engineer” or “Engineer” in the Standard Specifications shall be interpreted to mean “Contracting Officer”. Copies of the Standard Specifications may be obtained from the Arkansas State Highway and Transportations Department, Little Rock, Arkansas, for approximately $10 per copy.

1.4 SUBMITTALS

The following shall be submitted in accordance with CONDITIONS, 3.0 SHOP AND

AS-BUILT DRAWINGS, SAMPLES, AND MANUFACTURER'S LITERATURE:

SD-07, Certificates of compliance

The Contractor shall furnish certificates of compliance with the requirements of Standard Specifications, Section 802 Class S Concrete.

PART 2 PRODUCTS

2.1 MATERIALS

Materials shall conform with the requirements provided under Section 802 of the Standard Specifications.

2.2 TESTS

All costs incurred in testing materials shall be borne by the Contractor.

PART 3 EXECUTION

3.1 The Concrete shall be furnished and delivered to the various sites on the Pine Bluff Arsenal for placement by laydown crews. It is the Contractor’s responsibility to coordinate his work to achieve a timely and efficient delivery.

-- End of Section --

PART 1 GENERAL
The publications listed below form a part of this specification to the extent referenced. The publications are referred to in the text by basic designation only.

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