We have a low-volume local road that was reconstructed two years ago. It is now showing cracks in the center of the travel lane, running parallel to the edge of the road. What should we do?

As a rule, any cracks greater than ¼" in width should be repaired. If left alone, there is the potential for excess water to infiltrate into the pavement's base, causing a weakening of the base material, resulting in additional cracks. This eventually causes the pavement to fail. Crack repairs should be done as soon as possible or the deterioration will be so great that more expensive repairs such as an overlay or even recycling will be needed.

The type of cracking described here is referred to as 'longitudinal cracking' which can be caused by several factors. As further described in the CLRP workshop manual Asphalt Paving Principles, longitudinal cracking can result from one or more of the following:

The type of repair is dependent on the type of crack, working or non-working, and the width of the crack. If the crack is a 'working crack' and exhibits movement equal to or less than 1/8" from winter to summer, it may be sealed by placing specialized material either into or above the crack to prevent water and/or debris from entering the crack. The ideal time to fill cracks is on a sunny day in the spring or in the fall, when the crack is at the middle of its working range. This reduces the stress on the sealant. If the crack is a 'non-working crack' and between ¼" and 1", it should be filled. All cracks should be clean and dry prior to the placement of either the sealant or the filler. Please refer to the CLRP workshop manual Pavement Maintenance for specific recommendations regarding each method of repair.


CLRP Publications
Asphalt Paving Principles (pdf)
Pavement Maintenance (pdf 3.4MB)

Materials and procedures for Sealing and Filling Cracks in Asphalt-Surfaced Pavements: Manual of Practice (FHWA Report No. FHWA-RD-99-147). (PDF)

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This work by the Cornell Local Roads Program (CLRP) is licensed under a Creative Commons Attribution-Noncommercial-Share Alike 3.0 Unported License.