A beneficial project
The service roads were recycled one lane at a time in a continuous operation to the greatest extent possible. Access in the adjacent lane was not restricted. Rolling commenced immediately after the material was placed. When the service roads were recycled across the driveways to the maintenance yard, DRPA vehicles would immediately cross the material with no adverse effects.
The most unique aspect of the project was the stockpiling and reuse of excess recycled material. The existing pavement was 5 in. thick and was recycled in its entirety, but only a 3-in. base course was constructed. The other 2 in. of material would normally be disposed of, but the project afforded an opportunity to use 100% of the material.
Shoulders on Access Road A were pre-milled with a smaller Wirtgen machine. The material was placed in a furrow for subsequent recycling passes. Throughout the project, the paving train included a cement spreader from Diversified Fabricators Inc., an asphalt tanker semi-trailer pushed by a Wirtgen 3800 CR recycler, discharging into a Cat AP665D paver with initial compaction by a Cat CB534D Steel Vibratory Roller, and finished with a Cat PS560C rubber tire roller.
One of the three parking lots could not be recycled in place due to internal islands and overall geometry. Additionally, the cutting head of the recycler is 75 ft from the rear of the train and recycling could not occur within this distance of some buildings in the other lots. The areas not recycled were excavated conventionally, but all base was constructed with the stockpiled recycled material, reducing reliance on traditional hot mix asphalt (HMA). The stockpiled material was stored on site, loaded into dump trucks, and placed with conventional pavers when needed.
“We have three big benefits on the project-—better environmentally because instead of shipping in DGA [dense graded aggregate] down to the site and hauling that old milled material, we were able to use the stockpiles on site, so there were less trucks coming in and out, which was great,” Steven DeVillasanta, Senior Engineer at DRPA, told Roads & Bridges. “Plus, the speed we were able to drive trucks over almost immediately after use, and then also the financial savings of doing this versus traditional full-depth reconstruction.”
According to Bitsko, the concept of stockpiling and reusing FAR material had been discussed theoretically with Wirtgen representatives in the past, but this was one of the first opportunities to put the theory into practice. Because of the characteristics of FAR, it was believed to be possible to stockpile the material and reuse it later if the piles are limited in height (approximately 4-5 ft) to restrict overburden weight which would result in self-compaction. One challenge for the project team was to monitor the stockpiles during construction to verify their height was not adversely affecting the material. Ultimately, stockpile heights not exceeding 5 ft were used with no adverse effects. The contractor, Advanced Paving Systems, had never used this method before and is not aware of anyone who has.