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General

8112 Ensure that the cross-sectional area of steel wire strand is within 0.005 in2 [3 mm2]

WY · 2021 Standard SpecificationsBook pages 00View official source ↗

of the nominal steel areas shown in table 1 of ASTM A 416 [ASTM A 416M].

Ensure that high-tensile-strength alloy bars have been thermally stress-relieved to produce a suitable, uniform metallurgical structure, and individually proof- tested during manufacturing to at least 90 percent of the manufacturer’s minimum guaranteed ultimate strength. Provide bars in accordance with Table 811.5-1, Prestressing Steel Mechanical Properties. Table 811.5-1 Prestressing Steel Mechanical Properties Mechanical Properties

Regular Grade

Special Grade

Ultimate tensile strength, min., psi [MPa]

145,000 [1000]

160,000 [1100]

Yield strength (measured by the 0.7% extension-under-load method), min., psi [MPa]

130,000 [900]

140,000 [965]

Elongation, % min. (in 20 bar diameters after rupture)

4.0

4.0

Reduction of area, %, min.

Modulus of elasticity (at 70% of manufacturer’s min. guaranteed ultimate strength), min., psi [MPa]

25 × 106 [1.72 × 105]

25 × 106 [1.72 × 105]

4 Ensure that diameter tolerances are in accordance with ASTM A 29 [ASTM A 29M]. Use

only one grade of bars for any individual member.

811.6Gabions and Revet Mattresses

1 For gabions and revet mattresses, provide and use a woven wire fabric in accordance

with ASTM A 975, style 1. 2 Provide

as specified in the contract, galvanized, smooth steel lacing and tie wire; galvanized hog rings may be used to fasten ends, sides and top panels. 3 For steel stakes, provide 5-foot [1.5 m] crane rails, nominal 3-inch [75 mm] standard

pipe, or angles 4 in × 4 in × ⅜ in [100 mm × 100 mm × 10 mm]. Rail, pipe, or angles free from rust or damage that could affect the stake’s strength may be reused.

713

Fence and Cattle Guards

812.0General Fence Requirements

1 Provide wire coated as follows:

1.Barbed and Twisted Barbless. In accordance with AASHTO M 280.
2.Woven Wire Fabric. In accordance with AASHTO M 279.
3.Industrial. In accordance with AASHTO M 181.

2 Use one of the following:

1.Coating Type A (aluminum alloy wire and barbs only);
2.Coating Type Z, Coating Class 1; or
3.Coating Type ZA, Coating Class 40. Use Class C for industrial fence.

812.1Barbed Wire

1 Provide two-wire strands with two-point, round barbs spaced at intervals no greater than

4 in [100 mm] or four-point, round barbs spaced at intervals no greater than 5 in [125 mm], double wrapped in accordance with AASHTO M 280 either:

1.Design Number 12-2-4-14R or
2.Design Number 12-4-5-14R.

2 For high tensile steel wire, provide two-wire strands with two-point, flat barbs spaced at

intervals no greater than 5 in [125 mm] or four-point, flat barbs spaced at intervals no greater than 5 in [125 mm], double wrapped in accordance with AASHTO M 280 either:

1.Design Number 14-2-5-14F or
2.Design Number 14-4-5-14F.

3 Use either:

1.Steel line wire and barbs;
2.Aluminum alloy wire and barbs. Use the same aluminum alloy for both line wire

and barbs; or

714

Fence and Cattle Guards

Source: Wyoming Standard Specifications for Road and Bridge Construction, 2021 Edition. Pages 00 of 771.