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Incidental Construction (600-699)

619PERMANENT IMPACT ATTENUATING DEVICES

PA · 2026 Standard SpecificationsBook pages 558562View official source ↗

630.1 630.3(f)

630.1DESCRIPTION —This work is construction of plain cement concrete curb , plain cement concrete

depressed curb for curb ramps, and reinforced cement concrete depressed curb for driveways .

630.2MATERIAL —

• Class A Cement Concrete . Section 704

• Class A Cement Concrete (Slip -Forming) . Section 704, except with a maximum slump of 1 1/2 inches

• Premolded Expansion Joint Filler . Section 705.1

• Covers for Curing and Protection . Section 711.1

• Curing Compound . Section 711.2(a)

• Mortar . Section 1001.2(d)

• Caulking Compound . Section 705. 7

• Reinforcement Bars . Section 709.1(a)

630.3CONSTRUCTION —As shown on the Standard Drawings, as specified in Section 501.3, and as follows:

(a)Excavation. Saw cut and e xcavate as required. Remove existing curb, pavement, and sidewalk to neat

lines if indicated . Then, compact the material, upon which the curb is to be constructed, to a firm even surface.

(b)Forms. Use acceptable metal forms as specified in Section 501.3(d) . Use wood forms on sharp

curves and short tangent sections. Use forms that will not discolor the concrete.

(c)Placing, Finishing, and Curing Concrete. Conform to weather restrictions for concrete placement

as specified in Section 501.3(b). Place the concrete in the forms in layers not exceeding 5 inches in depth if spading, or layers not exceeding 15 inches in depth if using a vibrator to eliminate voids. Provide drainage openings through the curb, at the elevation and of the size required, where indicated or directed. Smoothly and evenly finish the top surface of the curb using a wood float. Round the ed ges of the face and back of the curb top while the concrete is still plastic . Place depressed curbs for drives or curb ramps, where indicated or directed. Place bars as indicated for depressed curb at drives as specified in Section 1002.3. Cure concrete as specified in Section 501.3(l) .

(d)Curb Machine. The concrete curb may be placed with an acceptable, self -propelled machine.

Uniformly feed the concrete to the machine so it maintains the shape of the section without slumping after extrusion. The Representative will not allow voids or honeycomb on the surface of the finished curb. Immediately after extrusion, perform any additional surface finishing.

(e)Joints. Form or saw contraction joints to dimensions as shown on the Standard Drawings and as

specified in Section 501.3(i )2. Place 3/4 -inch premolded expansion joint material conforming to the cross - sectional area of the curb where indicated and at the end of the workday. Prepare and caulk joints according to caulking manufacturer’s recommendations.

(f)Removal of Forms . Do not remove forms until such time that it will not be detrimental to the concrete.

Correct irregular surf

Source: Pennsylvania Department of Transportation Specifications, 2026 Edition. Pages 558562 of 1,522.