Resealing Joints and Cracks in Rigid and Flexible Pavements


Book Description

"This synthesis will be of special interest to maintenance engineers and others seeking information on resealing joints and cracks in pavements. Detailed information is presented on materials, procedures, and evaluation criteria."--Avant-propos.













State-of-the-art Survey of Flexible Pavement Crack Sealing Procedures in the United States


Book Description

A survey of all 50 United States was conducted in September of 1990 to determine the state of the art of crack sealing procedures on flexible asphalt concrete pavements. The results were tabulated and a summary report prepared. A meeting was held at the U.S. Army Cold Regions Research and Engineering Laboratory to discuss the draft report; the comments and suggestions received were incorporated into this report. At the meeting the group identified the need for a trade organization to develop uniform specifications and terminology and to promote proper equipment, methodology, materials, training and education in the pavement crack sealing industry.







Crack Sealing Methods and Materials for Flexible Pavements


Book Description

This study used over forty-four lane miles of test site to gather up to three years of comparative performance data on thirteen crack sealants. The data indicates that the more durable, high ductility materials when applied in a band-aid configuration can be expected to give significantly better performance than the lower ductility materials used by the Utah DOT prior to 1983. Evaluation of sealant placement procedures indicates that routing is a questionable practice, and that the hot compressed air lance may significantly improve the performance of materials placed during cold or wet conditions. Evaluation of UDOT maintenance activities indicates that sealant melters cannot achieve or maintain the required sealant application temperatures under colder winter conditions. The efficiency of melter units should be improved or not operated under those conditions. More accurate temperature gauges on melter units should be acquired. Inaccurate gauges may cause impaired sealant performance and safety.




Sawing and Sealing in Bituminous Pavement to Control Cracking


Book Description

"The purpose of this project is to evaluate the ability of placing joints to control random asphalt pavement cracking. Asphalt pavements are subjected to thermals stresses due to extreme low temperatures in the northern climate. These thermal stresses cause the formation of random unsealed cracks. These unsealed cracks allow moisture to infiltrate the subgrade and base. This moisture can cause stripping of the asphalt binder on the walls of the cracks, causing the pavement structure to weaken. The weakened pavement may form depressions at the cracks, which lead to bad ride characteristics and may also cause secondary cracking. Sawing joints into new asphalt pavements at regular intervals may help control the location of thermal cracking in flexible pavement. Sawed joints are easier to fill initially and maintain in the future. Early sawing and sealing joints into the pavement controls the infiltration and reduces the stripping of asphalts"--p. 1.







Sawing and Sealing Joints in Bituminous Pavements to Control Cracking


Book Description

The practice of sawing and sealing joints in pavements is not a new one. In fact, it is common practice in the construction of jointed Portland Cement Concrete (PCC) pavements. The idea of sawing and sealing joints in bituminous pavements is much less endorsed by those responsible for the construction and maintenance of hot mix asphalt (HMA) pavements. Minnesota began experimenting with sawing joints in HMA pavements in the late 1960s. Since then more than 50 test sections have been constructed throughout the State. Test sections include HMA overlays of Jointed Concrete Pavement, HMA overlays of HMA pavements and newly constructed HMA pavements. his study involved a review of these test sections, identifying any problems associated with the saw and seal procedure, and gives recommendations for its use in Minnesota.