top of page
Joint Sealant Failure2.png

Joint Sealant Failure

Joint and Crack Resealing.JPG
Joint and Crack Resealing2_edited.jpg
PCCP Joint sealing cropped.JPG

If you have joint sealant failure, you need to perform:

 

Joint/Crack Resealing

​

Uncontrolled water ingress, especially water from a pavement’s surface, contributes to multiple types of pavement distress. It can lead to spalling, base or subgrade softening, dowel bar corrosion, pavement joint blow-ups and/or materials-related distress.


For many concrete pavements, proactively sealing or filling transverse and longitudinal joints and cracks to reduce water penetration improves long-term pavement performance. In addition to limiting the entry of water, joint sealing can reduce the entry of incompressibles into the joint reservoir that exert pressure on the pavement. Performed alone, joint resealing
is a maintenance activity. However, it is also an important part of the concrete pavement preservation (CPP) toolbox.


There are two basic approaches to joint treatment (other than leaving the joint open): joint filling and joint sealing. Joint sealing involves a foam backer rod and more rigorous preparation of a sealant reservoir than filling, which often involves simply filling up a diamond saw cut joint with sealant material after minimal preparation. Joint filling may be appropriate when the reservoir is narrow and difficult to prepare, but full adhesion of the filler may be difficult to achieve, resulting in less protection from moisture penetration. In CPP projects where joints have previously been sealed, resealing them is important.

​

See also our industry partner website Seal/No Seal to learn more about the benefits of sealing joints.

Resources

ACPA Joint Sealing Tech Bulletin TB010 2018

Sealing or filling transverse and longitudinal joints in concrete pavements is an important consideration for long-term pavement performance. For most pavement applications proactively sealing or filling joints provides a measure of added protection against potential problems, such as spalling, base/subgrade softening, dowel bar corrosion, pavement joint blow-ups, and even some materials-related distresses. However, to gain these benefits the installation and maintenance of the sealants/fillers must be performed with care.

Resource Type:

Resource Sections:

Resource Techniques:

Resource Issues:

Technical

Airport/Airfield, Bridge, City/Municipal, Highway, Industrial

Concrete Pavement Preservation and Restoration, Joint and Crack Resealing

Structural/Material Issues, Sustainability/Environmental, Tire/Pavement Noise

Minneapolis's Concrete Pavement Preservation Strategy

A comprehensive Concrete Pavement Preservation (CPP) strategy can extend the life of aging concrete streets. The City of Minneapolis, facing significant infrastructure challenges from harsh freeze-thaw cycles,
implemented a comprehensive Concrete Pavement Preservation (CPP) strategy to extend the life of its aging concrete streets. By integrating advanced pavement rehabilitation techniques with innovative contracting and a focus on sustainability, Minneapolis has successfully extended the lifespan of its roadways by an estimated 25 years. The program serves as a benchmark for other municipalities, demonstrating a cost-effective, environmentally responsible and long-term solution to urban pavement management.

Resource Type:

Resource Sections:

Resource Techniques:

Resource Issues:

Case Study

City/Municipal

Concrete Pavement Preservation and Restoration

Structural/Material Issues, Sustainability/Environmental

Research of Test Methods to Evaluate Joint Preparation for Sealing

Seal/No Seal (SNS) Report: Wiess, Janney, Elsner Associates, Inc. (WJE) has completed research to develop practical field tests procedures that can measure and indicate when a sawcut joint is clean and dry enough to accept sealant. The intent of this test program was to develop reliable and practical test methods for assessing the cleanliness and moisture conditions in sawcut concrete joints to determine their preparedness for accepting sealants.

Resource Type:

Resource Sections:

Resource Techniques:

Resource Issues:

Technical Info

Airport/Airfield, City/Municipal, Highway, Industrial, Race Track

Joint and Crack Resealing

Structural/Material Issues

Construction of Long Life Sealant Performance

The longevity of any sealant installation is a function of the joint sealing design, the materials used, the workmanship of the installation, and the prevailing environmental and traffic conditions. One experiment included joint resealing. Sealant performance can be significantly improved through proper joint preparation for very little cost.

Resource Type:

Resource Sections:

Resource Techniques:

Resource Issues:

Technical Info

Airport/Airfield, City/Municipal, Highway, Industrial

Joint and Crack Resealing

Structural/Material Issues

SR59 SB Roadway Joint Sealant Experiment

This preliminary report, prepared by the Seal No Seal Committee (SNS), outlines an approach to study transverse joint sealant effectiveness on SR59 near Joliet, Illinois. The experiment consists of constructing 8 sealed sections and two unsealed sections.

Resource Type:

Resource Sections:

Resource Techniques:

Resource Issues:

Technical Info

Highway

Joint and Crack Resealing

Structural/Material Issues

Minimize Wheel Slap: Keep Your Joints Narrow

Wheel-slap is not as critical an issue today in some states as it was five years ago, because many agencies have changed their details for joint sealing to use a narrow 1/8-inch wide reservoir (i.e. single sawcut), filled with sealant. The agencies taking this approach are getting all of the associated benefits from their decision, including the opportunity for multiple resealing projects before joint reservoirs become wide enough to start causing wheel slap.

Resource Type:

Resource Sections:

Resource Techniques:

Resource Issues:

Technical Info

City/Municipal, Highway

Joint and Crack Resealing

Structural/Material Issues

bottom of page