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MANUFACTURED MATERIAL

1110RIGHT-OF-WAY FENCE

PA · 2026 Standard Specifications✓ Full text on BuildSpecBook pages 1323–0 Save this section

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1110.01WIRE FABRIC AND COMPONENTS—As shown on the Standard Drawings and as follows:

(a)Type 1 Right-of-Way Fence.
1.Fabric. AASHTO M 181, Type I, II, or IV, 0.148-inch (No. 9 gage) coated wire size with the same

type of coating throughout the project. Galvanize Type I fabric with a Class D coating.

2.Fasteners.

• For attaching the fabric to line posts: 0.192-inch (No. 6 gage) aluminum wire or 0.148-inch (No. 9 gage) galvanized preformed clips.

• For attaching the fabric to tension wires: 0.135-inch (No. 10 gage) galvanized steel wire or aluminum hog rings of comparable size.

Galvanize at a minimum of 1.6 ounces per square foot of actual surface area.

3.Tension Wire. AASHTO M 181
(b)Type 2 and Type 5 Right-of-Way Fence.
1.Fabric. Galvanized, 0.148-inch (No. 9 gage) steel wire, 0.120-inch (No. 11 gage) aluminum coated

steel wire conforming to ASTM A491, or galvanized 0.148-inch (No. 9 gage) steel wire top and bottom with galvanized 0.120-inch (No. 11 gage) steel intermediate wires. Join vertical stays at each horizontal wire by electric arc welding or by a hinge-type method, consisting of not less than 1 1/4 tightly wrapped twists. Galvanize at a minimum of 0.6 ounce per square foot of actual surface area, as specified in Section

1110.04

2.Fasteners. For attaching the fabric to posts; aluminum or galvanized steel bands or clamps,

galvanized staples set in the post flanges, or another acceptable method.

1110.02END POSTS, CORNER AND PULL POSTS, LINE POSTS, BRACES, STRETCHER BARS, TRUSS

RODS, FITTINGS, AND HARDWARE—As shown on the Standard Drawings and as follows:

• Straight posts true to section.

• Braces, fittings, and hardware of commercial-quality steel or malleable iron.

• Posts of commercial quality steel or malleable iron, or Aluminum Alloys 6063-T6, 6005-T5, or 6061-T6, according to ASTM B221; tubular and open type sections.

• Moisture-excluding caps, firmly and rigidly secured to the post top.

Galvanize or coat both the inside and outside of tubular and open -type sections, according to AASHTO M 111. Either of two alternate coating systems may be used, as follows:

• Outside. Hot-dipped zinc coating, according to ASTM B6, at a minimum of 1.0 ± 0.1 ounce per square foot of actual surface area; chromate conversion coating at 30 micrograms per square inch ± 15 micrograms per square inch of actual surface area; thermoplastic electrostatically applied acrylic coating, 0.5 mil ± 0.2 mil in thickness.

and

• Inside. Zinc base coating, 0.5 mil ± 0.2 mil thickness (0.3 ounce per square foot ± 0.05 ounce per square foot) with a minimum of 80% zinc powder by weight.

or

• Outside and Inside. Hot-dipped, pure, aluminum coating, commonly identified as Type 2, with a minimum weight of coating of 0.75 ounce per square foot of actual surface area, triple spot test, and 0.70 ounce per square foot of actual surface area, single spot test, as measured according to AASHTO T 213; a chromate conversion coating; and a thin acrylic resin film.

(a)Type 1 Right-of-Way Fence.
1.End Posts. Round, rectangular, or square tubular sections, conforming to the requirements of

Table A; if acceptable, other posts sections, conforming to the requirements of Table A.

Table A Minimum Bending Moment (in-lb)A Fence Height (ft) End, Corner, and Pull Post Line Post* Major Axis Minor Axis Major Axis Test Load (lbs)B 4 13,700 5,000 12,000 1,600 5 17,000 7,700 15,000 2,000 6 20,600 11,100 18,000 2,400 7 24,000 15,100 21,000 2,800 8 27,400 19,800 24,000 3,200

A.Bending Moment (in-lb) = Yield Strength (psi) x Section Modulus (in³)
B.Test a 36-inch section of line post for bending capacity about the major axis of its cross section. Apply

the Test Load concentrated at span center with supports spaced at 24 inches. Ensure that the test section achieves the Test Load as indicated in Table A, within the elastic limit of the material.

2.Corner and Pull Posts. Section 1110.02(a)1., except finish brace clamps or attaching devices,

adjustable to various horizontal and vertical angles.

3.Line Posts. Tubular, H-column, or I-beam sections, conforming to the requirements of Table A; if

acceptable, other post sections, conforming to the requirements of Table A.

4.Braces, Stretcher Bars, and Truss Rods.

• Braces: 1.66-inch O.D. tubular steel section with a minimum Bending Moment of 7050 inch-pounds; 1 5/8 inches by 1 1/4 inches roll formed U -shaped steel section at nominal 1.35 pounds per linear foot or equal.

• Stretcher Bars (for attaching the fabric), at least 3/16-inch by 3/4-inch flat steel, or equal.

• Truss Rods, 3/8-inch nominal diameter, good quality steel, or equal, with a turnbuckle or other provision for adjustment.

(b)Type 2 and Type 5 Right-of-Way Fence.
1.End, Corner, and Pull Posts. Tubular, angle, or other acceptable section, conforming to the requirements

of Table A.

2.Line Posts. Tubular, ribbed tee, U-shaped, angle, or other acceptable section, conforming to the

requirements of Table A. Attach an acceptable plate or other device to the posts to hold plumb and to keep properly aligned.

Fasten the plate or device by welding or riveting (not less than two rivets), or by another acceptable method.

3.Braces. 1.66-inch O.D. tubular steel section with a minimum Bending Moment of 7050 inch-pounds;

2-inch by 2-inch by 1/4-inch angle or equal.

1110.03GATES—As shown on the Standard Drawings and as follows:

• Swing-type gates, with latches, stops, keepers, hinges, and locks.

• Steel wire fabric of same type material as the fence.

• Hinges of adequate strength to support the gate, and that do not twist or turn under the gate's action.

• Plungebar-type latches that can be locked, full gate height, and located in a manner that engages the gate stop.

Forked latches may be allowed, for single gates less than 10 feet wide.

• Stops are to consist of a flush plate, anchored in concrete, to engage the plungebar of the latch.

• Other types of stops may be allowed, for single gates less than 10 feet wide.

• Substantial devices are necessary for securing and supporting the free end of the gate in an open position.

GALVANIZING—Galvanize fabric, posts, post caps, braces, fittings, and hardware, by electrolytic,

hop-dip, mechanical, or other acceptable methods as specified in Section 1105.02(s) and as follows:

For electrolytic method: ASTM B633

For hot-dip method:

• Posts, braces, and fittings. ASTM A123 or ASTM A53

• Fabric. ASTM A392

• Hardware. ASTM A153

For mechanical method (hardware only): ASTM B695

Test galvanizing by weight, according to ASTM A90.

1110.05INSPECTION—Material will be inspected, if considered necessary, at the place of manufacture,

before shipment. Provide facilities for the Department inspector to determine that the material is being furnished as indicated.

1110.06CERTIFICATION—Section 106.03(b)3

1110.07DRIVE ANCHOR—Anchors from a manufacturer listed in Bulletin 15

RIGHT-OF-WAY FENCE in other states

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Source: Publication 408 Highway Construction Specifications, 2026 Edition. Pages 1323–0 of 1,522. View official source ↗

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