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Transmission & Distribution Steel Utility Poles


Location
Texas
Publication Date
08/13/2019 12:58 PM EDT
Closing Date
09/03/2019 05:00 PM EDT
Issuing Organization
City of Austin
Solicitation Number
Description

Specifications include, but are not limited to: Rolled shapes and plate shall comply with the following ASTM specifications: Carbon steel A-36 High strength carbon steel A-440 High strength low alloy steel A-242 A-441 A-572 A-633 A-36 Modified Self-Weathering A-871 A-588 Structural Plate material shall be mill-certified to meet an impact of 15 ft-lb. at -20o F in the longitudinal direction using the Charpy V-Notch Impact Test in accordance with ASTM A673.There shall be an average of three (3) tests with no one test below 10ft-lb. The location of the test samples shall be in accordance with ASTM A673. Pole shafts used in the structures shall be a minimum of twelve (12) sides and tapered. Taper shall not exceed 0.5 inches per linear for foot for 60 DEGREE and 90 DEGREE poles. Taper shall not exceed 0.4 inches per linear foot for all other poles.

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