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2010 Construction and Material Specifications - Ohio Department of ...

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711.01<br />

Furnish certified material according to Supplements 1042.<br />

711 STRUCTURAL STEEL AND STRUCTURE INCIDENTALS<br />

711.01 Structural Steel. Furnish structural steel conforming to ASTM A 709,<br />

Grade 36 (A36), 50 (A572), 50W (A588), or 70W.<br />

Ensure that materials designated to meet notch toughness requirements have a<br />

minimum longitudinal Charpy V-Notch (CVN) energy absorption value as listed<br />

below. Sample <strong>and</strong> test according to ASTM A 673/A 673M. Use the (H)<br />

frequency <strong>of</strong> heat testing <strong>and</strong> provide the test data as required by 501.06.<br />

ASTM<br />

Thickness <strong>and</strong> Connection Value Min CVN<br />

Designation<br />

Method<br />

A709 Gr. 36 (A36, A36M) Up to 4 in (102 mm) 15 ft-lb @ 40 °F<br />

mechanically fastened or<br />

welded<br />

(20 J @ 4 °C)<br />

A709 Gr. 50 (A 572/A Up to 4 in (102 mm) 15 ft-lb @ 40 °F<br />

572M),<br />

A709 Gr. 50W (A 588/A<br />

588M)<br />

mechanically fastened<br />

[1]<br />

(20 J @ 4 °C)<br />

A709 Gr. 50 (A 572/A Over 2 to 4 in (51 to 102 mm) 20 ft-lb @ 40 °F<br />

572M),<br />

A709 Gr. 50W (A 588/A<br />

588M)<br />

welded<br />

[1]<br />

(20 J @ 4 °C)<br />

A709 Gr. 50 (A 572/A 72M), Up to 2 in (51 mm) welded 15 ft-lb @ 40 °F<br />

A709 Gr. 50W (A 588/A<br />

588M)<br />

[1]<br />

(20 J @ 4 °C)<br />

A709 Gr. 70W<br />

Up to 4 in (100 mm) 2515 ft-lb @ -10 40<br />

mechanically fastened or °F<br />

welded<br />

[1]<br />

(34 20 J @ -23 °C)<br />

[1] If the yield point <strong>of</strong> the material exceeds 65 ksi (448 MPa), the temperature <strong>of</strong> the CVN<br />

value for acceptability should be reduced by 15 °F (8.3 °C) for each increment, or part <strong>of</strong><br />

increment, <strong>of</strong> 10 ksi (69 MPa) above 65 ksi (448 MPa).<br />

711.02 Galvanized Steel. Furnish galvanize steel according to ASTM A 123<br />

after cutting, bending, <strong>and</strong> welding. At the discretion <strong>of</strong> the Engineer, replace, regalvanize,<br />

or repair damaged galvanized material. If a repair is authorized,<br />

perform work according to ASTM A 780 except the <strong>Department</strong> will not allow<br />

aerosol spray applications <strong>of</strong> paints containing zinc dust.<br />

Furnish bolts, nuts, washers, <strong>and</strong> similar threaded fasteners that are galvanized<br />

according to ASTM A 153 or F2329. These items may be mechanically zinc<br />

coated according to ASTM B 695, Class 50. Except for ASTM A 325 (ASTM A<br />

325M) bolts, electrogalvanizing may also be used if the coated item meets the<br />

thickness coating requirements <strong>of</strong> ASTM A 153 or F2329.<br />

711.03 Steel for Piling. Furnish steel for H-piling conforming to ASTM A<br />

572 Grade 50 / A 572M Grade 345. Furnish steel for sheet piling according to<br />

756

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