Crews had to contend with an environment inhospitable to its haul trucks—to the point that contractors had a difficult time finding hauling subcontractors willing to work on the project.
Getting stuck
One of the major reasons for the overhaul of the Whitney Portal Road was to widen it to accommodate cyclists and other travelers with a shared-use shoulder. This particular corridor is known as one of the toughest bicycling roads in the country due to its steepness, and the contractor certainly faced some difficulty in the paving process as a result. “It was definitely a challenge with it being so steep,” Bolman said. “There were areas of the project, the upper portion, where it was over 14% grade. So pulverizing it wasn’t too bad, but paving it definitely was.”
The team at Hat Creek mostly used double-bottom dump trailers on the project. According to Bolman, the trucks would often get stuck and would need to be pulled out, both before and after dumping, even in the lower sections of the project where the road was 7-8% grade. Since so many trucks would get stuck on the road, it became a struggle for the contractor to find trucks that were willing to come work on the project. “As soon as they heard Whitney Portal Road and knew how steep it was, they wouldn’t come work on it,” Bolman said. “So the trucking was definitely a challenge for sure.”
For the aggregate, the contractor used a 3⁄4-in. mix and PG 64-28 binder. The team used a Roadtec 1500 shuttle Buggy material transfer vehicle to haul the mix about an hour and a half to the project site. A Caterpillar tracked asphalt road paver and road grader were both used on the reclamation project.
Federal highway regulations specify two lifts of asphalt on a project like Whitney Portal Road. “They always spec two lifts even if it’s just 1.5-in. lifts because they get a better ride, but it’s challenging on the first lift to do a 1.5-in. lift with three-quarter aggregate on a pulverized surface,” Bolman said. Both the lower and upper portions were 3.5 in. total and were done in two lifts.
Pulverizing as recycling
Full-depth reclamation was implemented on this project in order to allow the roadbed to be shaped with a grader to correct crown and superelevation prior to paving. The paved surface was placed in two lifts to allow for a smoother paved surface for bicyclists and motorists alike. The pulverizing depths (4 in. or 6 in.) depended on the traffic volumes as well as the amount of the existing base and pavement. This eliminated the need to haul new aggregate to the project, minimized the hauling of waste off the project and minimized the grade raise.
Hat Creek Construction averaged 1,600-1,800 tons in paved asphalt per day, achieving 32,605 tons in total asphalt tonnage on the entire project. The length of the paving came to about 2.5-3 miles in one lane. The recycling aspect of the project involved pulverizing the asphalt into the base. “The base under the old asphalt was decomposed granite, mostly sand,” Bolman explained. “So by pulverizing the base into it, we were able to achieve an adequate base to put the new asphalt on.” Bolman said that about 35,000 tons of recycled asphalt was pulverized into the base.
Transporting distances varied for different materials on the Whitney Portal project. New base rock required a 30-mile haul as needed, while the asphalt came in from 75 miles away. The 33,000 tons of asphalt was paved over about a 20-day period, and Hat Creek ran roughly 35 to 38 trucks per day to haul the asphalt.