Residents, road staff describe gravel loss and grading problems on southeast Emmons County roads

A resident and county road staff described problems with grading and gravel distribution on gravel roads in the southeast corner of Emmons County during the county commission meeting.

The resident, who said he previously served as a road supervisor, told commissioners he has observed that recent grading passes have left windrows of gravel along both shoulders and a band of gravel in the middle of driving lanes. He said some operators pulled material too far from the shoulder while others left gravel piled in windrows, producing an uneven distribution—"about a third of our gravel on the right side, a third on the left, and then about a third in the middle of the driving lane." He warned that traffic will increasingly push gravel off the road and into ditches unless it is pulled back in.

A county road staff member who spoke at the meeting said he takes responsibility for how crews were instructed and acknowledged the tradeoffs involved in the crew's chosen techniques. He said crews used stingers to retrieve gravel from road edges where material had accumulated; operators left the blades out of the grass to avoid plugging the stinger bits with sod, which led some operators to cut toward the road center and reduce the road crown. The staff member described the county's target crown as roughly 3 percent and expressed concern that some passes have reduced crowns that were previously about 4–5 percent.

Speakers described other maintenance problems: large rocks in the travel lane, sections that become greasy or slippery when wet because clay was exposed, and limited crew capacity to both pick rocks and perform consistent grading across multiple roads. The staff member said crews have used a bobcat and four people to pull rocks from problem areas and that fixing all issues may be a one- to two-year process.

Participants compared equipment and techniques used in neighboring counties. The meeting noted a front-mounted disc used in an adjacent county produced smooth results on similar pavement, and one speaker recommended evaluating additional disc or straight-edge equipment purchases to reduce long-term gravel loss.

Meeting participants also provided arithmetic to frame the scale of gravel loss: the resident said removing a quarter-inch of gravel across one mile of an 18-foot road equals about 75 cubic yards (he characterized this as roughly 2.5 semi loads) and extrapolated large cumulative replacement costs countywide; he suggested that inadequate handling of gravel across many miles could amount to substantial expense.

The county staff said he will talk with blade operators about spreading gravel more evenly, review crown profiles, and "look into" whether particular stretches are on the county system or are subject to easements. He asked for patience while crews complete multiple passes and continue rock removal and grading work.

Ending: Commissioners and staff did not take a formal vote on changes to equipment or budget for the road work during this discussion. The conversation concluded with staff commitment to review specific road segments, follow up on easement questions, and continue adjustments to grading practice.