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In the District Spotlight

Odessa, Texas Rubber Pavements Meeting

The Rubber Pavement Association - Tempe, AZ conducted a three day workshop of asphalt rubber, highlighting the work being carried on by the Texas Department of Transportation (TEXDOT). A substantial amount of technical information was disseminated at the meeting, including the asphalt rubber specifications developed by TEXDOT.

Staff of the East Arkansas Waste Tire Program attended the meeting along with the St. Francis County Judge, a county included in the East Arkansas Regional Solid Waste Management District located in Delta area of eastern  Arkansas. The Waste Tire Program staff and the St. Francis County Judge, Carl Cisco are developing a demonstration project in St. Francis County using asphalt rubber and conventional asphalt along a two mile stretch of paved county road to test the performance characteristics of both pavements over a several year period. The University of Arkansas Engineering Department in Fayetteville, Arkansas will be testing and monitoring the performance of the pavements.

Design, mixing, and supervision of the test paving in St. Francis County will be handled by FNF Construction out of Phoenix, Arizona. Polytech of Phoenix will supply the rubber that will be part of the paving mix. This project is scheduled for late October, 2000.

The highlight of the Odessa conference was the field visits to the TEXDOT laboratory in Odessa and the overlay work underway on Interstate 20 west of Odessa. At the lab conference attendees were shown samples of asphalt rubber and some of the test conducted on the sample material. One of the most interesting characteristics of the overlay is its ability to shed water. The relative openness of the material allows water on the surface of the road to quickly flow through the material and out the sides of the roadway, substantially eliminating vehicle hydroplaning and rooster tails from water expelled from the rear of moving tires. Also demonstrated was the elasticity and cohesion of the open material.

From the lab the group proceed west of the city along Interstate 20 to the asphalt mixing site. Here the crumb is mixed with binder, heated to allow expansion of the rubber to increase the viscosity of the binder, than finally adding the binder to the aggregate, mixing, loading and transporting to the paving site.

At the paving site asphalt rubber paving material is wind rowed ahead of the lay down machine, collected and deposited in the hopper of the lay down machine and then spread on the existing paved surface. Steel wheeled rollers work the material similar to conventional asphalt pavements. Critical to the compaction of the asphalt rubber is rolling the material at a prescribed temperature to insure proper composite of the aggregate and binder.
All in all the conference was very enlightening not only for the technical person, but for the non-technical individuals and program administrators as well.

The East Arkansas Planning and Development District is an associate member of the Rubber Pavements Association.