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INCIDENTAL CONSTRUCTION

624RIGHT-OF-WAY FENCE

PA · 2026 Standard Specifications✓ Full text on BuildSpecBook pages 542–0 Save this section

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624.1DESCRIPTION—This work is construction of right-of-way fence of the type indicated.

624.2MATERIAL—

(a)Right-of-Way Fence. Section 1110
(b)Packaged Dry Concrete. ASTM C387 , normal strength concrete; Type IA, IIA, or IIIA cement;

28-day compressive strength of 3,000 pounds per square inch.

(c)Other Material.

• Class A Cement Concrete. Section 704

• Mortar. Section 1001.2(e)

• Ground Rod. Acceptable 1-inch by 10-foot copper clad rod with suitable clamps

• Ground Wire. No. 4 AWG solid copper

(d)Certification. Section 106.03(b)3

624.3CONSTRUCTION—As shown on the Standard Drawings and as follows:

(a)General. Clear and grub to construct the right -of-way fence and to provide a reasonably smooth

ground profile at the fence line, unless otherwise directed. Cut, trim, and remove vegetation, as specified in Section 810, as required for right-of-way fence installation. Excavate or construct compacted embankment a maximum depth of 6 inches and a minimum width of 18 inches, with 2:1 side slopes, unless otherwise directed to obtain the desired elevations. Fill minor ground depressions that are not water courses. Restore areas disturbed by grading operations as specified in Section 105.14. Join new and existing right-of-way fence as indicated or directed. Complete the fence true to line, plumb, taut, rigid, and erected in conformance with established practices for the type specified.

(b)Posts. Orient posts with sections that have a major and a minor bending axis, with the major axis

parallel to the fence line. Place corner posts with the major axis parallel to one of the lines of the fence. Drive line posts, except when concrete footings are required. Obtain acceptance for the method of driving and of protecting the post. Remove and replace posts with battered heads, bent, or otherwise damaged posts as directed. Furnish and place longer line posts where indicated to suit field conditions. If rock is encountered, drill a hole with a diameter that is 1/2 inch larger than the post's maximum dimension, at least 12 inches into the rock, and then grout the post in place with mortar.

(c)Anchorages. Construct concrete footings or install acceptable drive anchors. Construct concrete

footings, using Class A Concrete or packaged dry concrete. Concrete footings do not require forming. Finish the footing tops to drain water away from the posts. Do not place the fabric until the concrete has cured for a minimum of 72 hours.

(d)Fabric. Firmly fasten wire fabric to the posts using aluminum or galvanized bands or clamps, or by

other acceptable methods. Splice fabric using an acceptable method that develops the full fabric strength.

Place fabric on the side of the fence toward the highway unless otherwise indicated or directed. At corner posts and on curves, place the fabric so it pulls against the post. If supplied with both knuckled and barbed selvages, install fabric with the barbed selvage on the fence top edge.

(e)Gates. Install gates where indicated or directed.
(f)Electrical Grounds. Install an electrical ground directly under areas where electrical transmission,

distribution, or secondary lines cross over the right-of-way fence. Drive a 10-foot copper clad rod, a minimum of 1 inch in diameter, vertically until the top is approximately 6 inches below the ground elevation. Bronze clamp a No. 4 AWG solid-copper conductor to the rod and to the fence so each fence element is grounded.

624.4MEASUREMENT AND PAYMENT—

(a)Right-of-Way Fence. Linear Foot
(b)End Post, Corner Post, Pull Post and Line Post. Each
(c)Gate. Each
(d)Class 2 Excavation. Cubic Yard

Excavation and embankment within the specified depth of 6 inches is incidental to this work. If the Representative directs additional excavation and/or embankment beyond the 6 -inch depth indicated, the Department will pay for additional quantities as Class 2 Excavation.

(e)Fabric. Linear Foot

RIGHT-OF-WAY FENCE in other states

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Source: Publication 408 Highway Construction Specifications, 2026 Edition. Pages 542–0 of 1,522. View official source ↗

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