Researchers seeking new way for counties to recycle gravel on roads

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July 21, 2017
Cheng Li standing next to Jeramy Ashlock
ISU researchers Cheng Li (left) and Jeramy Ashlock
Jeramy Ashlock and John Rasmussen do a thickness check on a gravel road.
ISU's Jeramy Ashlock and Pottawattamie County engineer John Rasmussen do a thickness test on a gravel road test section.

When water receded from the massive 2011 Missouri River flood, Pottawattamie County gravel roads were buried in loess silt, the fine-grain soil of western Iowa’s scenic Loess Hills.

To reopen the rural roads, the county wanted to do more than simply scrape off the loess along with the gravel and start over with all new material. How could they efficiently screen the existing gravel out of the silt and recycle it? No one had a practical solution, so the county rebuilt the road with clean material.

The question, however, intrigued Iowa State University’s Jeramy Ashlock and Cheng Li. Ashlock, a researcher at the Institute for Transportation (InTrans) and associate professor in the Department of Civil, Construction, and Environmental Engineering, and Li, now a post-doctoral researcher, embarked on a study to better recycle gravel and return it to the roads.

“This issue became a problem statement submitted by the Pottawattamie County engineer,” he said. “The research project evolved from the original idea of screening materials out of the road, to adding in other materials in controlled gradations while reusing the existing materials to give the best strength and durability.

“We’re recycling what’s already there but has been worn down by traffic to a finer gradation.”

The researchers are developing an easier and better way for county engineers to measure the existing materials on their roads then use a spreadsheet under development to determine what mixtures of other granular materials are needed for optimal performance.

A granular-surfaced road (a more accurate term than gravel road) may contain gravel and sand, silt, and even small amounts of clay—the “fines” or the finest size range of soil. A good granular mixture requires the correct gradation (size distribution of the gravel pieces) and the right plasticity (the correct amount of fines to hold the gravel together). With too much plasticity, the fines will turn into a muddy mess in the rain. With too little plasticity, the fine material won’t bind the gravel, which then tends to get bounced off the road by passing vehicles. In either instance, road maintenance and costs increase.

Ashlock said not all gravel is alike. Limestone gravel from southwest Iowa, for example, tends to be soft. Hence, one size does not fit all, and the best gradation mixtures vary by location depending on locally available aggregate sources.

The project used lab and field tests to determine a target gradation of materials for optimum strength. “We used what’s called Fuller’s Model, a particle size distribution model, to give us a target gradation,” Ashlock said.

He said after engineers figure out the gradation of existing materials on the road, they can turn to the spreadsheet. The spreadsheet can determine the best mixture ratio of different materials to add in to get close to the target Fuller’s Model gradation to give it the best, long-term performance.

“The idea is to optimize the gradation of what you put down on the road rather than just put down whatever you already have. This way, you can use some of the existing material for the new road.

“If you get the tightest particle packing, you’ll get the best performance, the longest life possible for the road. That is where we’re headed right now. We call it more performance-based specs.”

Ashlock and Li are testing different granular gradations on five 500-foot test sections in Pottawattamie County. They learned a key to optimum road performance was compaction. “We found that just adding vibratory compaction is a huge improvement,” Ashlock said.

Lab and field testing took place before and after winter freeze-thaw cycles to see how the different material mixtures performed. Spring thaw is critical for testing because that’s when the material is at its weakest.

“The roads are subjected to heavy loads from spring agricultural traffic,” Ashlock said. “Also, the road is frozen below the surface so moisture on top can’t flow downward and is trapped in the saturated top zone. The traffic then tears up the road.”

County engineers are assisting the project by performing construction, and reporting maintenance requirements and tracking what sections performed well. “We’re learning which sections had rutting, potholes, raveling, and other moisture-related problems.”

The ISU researchers also are working on much simpler plasticity lab tests that county engineers can easily perform.

“The common tests for plasticity limits, if done by different people, often give different results,” Ashlock said. “So we’re looking at more repeatable and easy-to-perform test methods. We anticipate they will be much easier than existing methods that typically require experienced certified geotechnical labs to do the testing.”

In the end, the researchers want to provide county engineers with the tools to rapidly assess the current materials on their roads, and determine the best recipe for improved performance and longevity.

Research funds were provided by the Iowa Department of Transportation and the Iowa Highway Research Board.

Contacts:
Jeramy Ashlock, jashlock@iastate.edu515-294-6176
Cheng Li, cheng@iastate.edu515-294-2140
Steve Jones, jones@iastate.edu515-294-3479

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