NB West Wins with Smooth Asphalt Results, Again
Balancing GTR, RAP, WMA over failing concrete proves successful for Missouri taxpayers
Early June 2023, the team at NB West Contracting, headquartered in Pacific, Missouri, began work on a complex overlay. The main goal was to cover up a 15.3-lane-mile, potholed, concrete section of Route 63 in Maries County and make it a smooth, safe driving surface for the taxpayers. The Missouri Department of Transportation (MoDOT), Ingevity, National Center for Asphalt Technology (NCAT) and NB West partnered to exceed that goal.
Steve Jackson, the vice president of asphalt plant operations and sustainability for NB West spoke of combining ground tire rubber (GTR) and 20% recycled asphalt pavement (RAP) as one aspect of the warm-mix asphalt (WMA) project.
“It was a balanced mix design, performance spec, SP095C (9.5-millimeter,) Superpave with ground tire rubber and RAP, warm mix, placed through a spray paver, and bonding to a concrete pavement,” he said. He listed off all those moving parts of the project like it was business-as-usual for the production and paving personnel. For a team that’s been on the scene since 1956, it almost is a walk in the park, yet they pulled out the quality control/quality assurance (QC/QA) and safety best practices to make sure everything flowed smoothly for an award-worthy project. In the end, they garnered the Missouri Asphalt Pavement Association (MAPA) 2023 award for a primary route under 50,000 tons. Here’s how they accomplished it.
Familiar Parameters
In 2012, NB West had successfully performed a project bonding an asphalt layer to concrete with the company’s Roadtec spray paver, and saw an opportunity to apply that technology again. Jackson explained the DOT originally was letting the project with the 19.0 mm mix and a 12.5 mm mix for the surface layer, but his team wasn’t excited about that because both layers would have been placed at less than four times the nominal maximum aggregate size.
“The thickness of the layer didn’t allow for the 12.5 mm to work smoothly,” he said. “In 2012, we’d done something similar bonding concrete with the spray paver, so after we were awarded the [Maries County] job, we did a value engineering proposal to bond to the concrete. We suggested two lifts of 9.5 mm Superpave with an overall reduction of 1 inch in the overlay. We’ve been trying to get back to realistic lift thicknesses that can get good compaction and DOT agreed with that.
“We also proposed using ground tire rubber to delay the cracking coming back through the mix. The other reason for the GTR is we were doing our performance tests, and when we’re using the GTR in those mixes, our IDEAL-CT numbers have just been off the charts. Our performance tests are the IDEAL-CT and the IDEAL-RT.”
Good Numbers: For the Maries County project, the team saw an average CT-Index of 168, an average RT-Index of 77 and Hamburg rutting result of 7.0 mm.
Making Mix
Jackson credits the elasticity of the GTR for aiding in pavement performance. “We’re putting the ingredients back in that gives it a little flexibility.”
To add the GTR, NB West uses the dry process, adding Elastiko® engineered crumb rubber asphalt (ECR) manufactured by Envirotx and supplied by Asphalt Plus. N.B. West’s Joe Schroer, P.E., materials and support engineer, explained the dry process is considered mixture modification. Performance testing measures the interaction of GTR, aggregates and binder as a system, and allows a more innovative approach to designing asphalt mixtures, he shared. Additional enhancements to mixture performance can be made by adjusting the grade of the binder.
A groundman brings the 2,000-pound tote of Elastiko material to the feed bin of a modified Hi-Tech Fiber machine with a forklift. From the bin, the machine feeds the material to a 6-inch-diameter flexible hose and to the portable Astec Double Barrel.
“We blow it right into the drum,” Jackson explained. “The control unit’s inside the control house and it’s tied into the tons per hour you’re producing.” In this manner, the plant controls the addition of the GTR product as it would cellulose fibers being fed in.
This project ended up with a variety of additives in the production process, but Jackson said it was business as usual for the team. “We had the normal challenges. This still had our normal Superpave testing in it; we were still running volumetric testing and adding in the performance testing. So, it was a lot of testing.”
Jackson shared a testing tip for working with GTR. “When you’re making pucks up, if you put a weight on your mold top (with the GTR in there), it keeps the GTR from rebounding while cooling. If you don’t do that, you get some kinda strange results.”
Smooth Quality
In the field, the crew worked with temperatures below 300 degrees F. Even with the Evotherm WMA additive in play, they elected to have temperatures closer to HMA to accommodate the Elastiko. “The manufacturer told us not to go below 280 with the GTR,” Jackson said. “We went down to 270 and didn’t have any problems.” A longer haul—approximately 40 minutes from the plant—for this project allowed a longer dwell time for interaction of the GTR with the binder at the reduced temperature, according to Schroer.
Jackson took infrared images of the project to double-check consistency of mat temperatures and confirmed that consistency coming from the plant to the jobsite. “I took my FLIR camera out there…the good thing is I think the ground tire rubber holds the heat in the mixes. It was about 40 minutes to the job, and we were on a two-lane road where we had to flag the traffic, so it was challenging getting the trucks in and out. But we didn’t lose a lot of heat in the mixes.”
One of the best practices Jackson recommended was staying on top of the rolling pattern. “We were keeping our rollers right up on the screed. Because we were already dropping our temps below 300.”
The mix design used all the moving parts. “We used 20% RAP in this mix and 10% by weight of AC was the asphalt plus Elastiko product. The idea was that we had our baseline AC, which was a 64-22 and 10% of the Elastiko was in there to bump it up to a 76-22. It was the same mix on both lifts.”
The Missouri DOT allows whatever percentage of RAP the contractor wishes to use and still meet performance specs. “Technically, there’s no limit,” Jackson said. “Our problem is availability. We can’t run maximum RAP in our mixes because we don’t have it. There was nothing to mill on this project, so we had to bring RAP from other locations to put in this mix.”
For the NB West team, that’s just one more solvable problem. Jackson spoke of the “can do” willingness to put a puzzle together when it comes to the crew, starting with Plant Operator Clay Pitts.
“Number One is just the general attitude of not saying ‘we can’t do that.’ Yeah, we’ll try that. That’s huge. Clay’s great about that. Always willing to try something new and make it work.
“Dustin Hollis was the foreman and Juan Marquez was the general superintendent; they manage several jobs at a time.”
Jackson also described the effort the quality control/quality assurance (QC/QA) team had to put forth, given the changes to the contract after it was bid.
“Our quality control dept came up with these mixes and tried new things and really kind of pushed the envelope. The performance testing, the way we did this, that wasn’t set up in the contract, so we still had to do all the volumetrics testing and add the performance on top in a BMD situation. We’ve never run this mix so we were going live on the road with what looked in the lab like it would run well and do its performance testing. We had to go behind the spray paver and dig a sample behind the screed in a mat that has a polymer in it. It was a monumental challenge for our QC team.
“We have our plant people and our QC people coming up with this crazy stuff and then we go execute it and we still have to make money at it. I think we did a slight tweak to the mix after the first day or two to take advantage of the performance test because we could reduce our air voids using the performance test.”
The final result gave an average international roughness index (IRI) of 32.
“On concrete pavement that they didn’t have enough pavement repairs for, to come out like that, I think it was great,” Jackson said.
Not only did the project win a MAPA award, the traveling public noticed the good work. Jackson has received unsolicited comments about the work. “I’ve had somebody call and say, ‘that rides real good.’ People see that [kind of result] and they’re more likely to support the gas tax.”
Balancing Mix for Optimum Density
One of the reasons NB West uses a warm-mix additive in every mix they can is to get the compaction aid assistance.
“We run Evotherm in every mix that we have to get density on,” Jackson said. “We don’t run it on Novachip, but every other mix, we’re putting it in there.”
One of the factors that changes when developing a balanced mix design (BMD) and doing your performance testing is the number of gyrations.
“You’re dropping your gyrations,” Jackson said. “You’re making a mix that’s got more AC in it. So, you can take advantage of some of those mixes then of making them more compactible in the lab so when you go to the field, it’s easier to get compaction.”
Take a typical interstate mix as an example.
“We started off at 125 gyrations on interstate mixes. When you’re trying to compact that, you’re breaking rock trying to get density. Then we backed off to 100 gyrations, then to 80. I think we’re at 60 with BMD.
“To keep your voids in mineral aggregate (VMA), you end up putting some more AC in it. So, you have a mix that will compact, and it’s got binder to hold it together. Now instead of breaking rock to get to 92%, you’re rolling this and getting 96%. That’s what FHWA wanted: higher density. We get higher density by going to balanced mix design.”
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