Upper Valley Bridge Construction Management

Pavement details included 8 inches of asphalt concrete on 6 inches of aggregate base, as well as paved and aggregate shoulders with drains. The bridge structure included a precast reinforced concrete 3-sided arch culvert and headwalls with footings on piles spanning 42’-0” with a rise of 13’-0”, 66’-0” long, all on a 12-degree skew. Cast-in-place wing walls were also installed along with 36-14” CIP reinforced concrete piles (15 vertical, 21 battered) at both the south and north footings. The project utilized vegetated ditches on both sides of CR 327 south of Storms Creek for post-construction best management practices. Additional elements included guardrail, mailboxes, landscaping, erosion control features, signage, and pavement markings. This LPA project was performed for Clark County in conjunction with ODOT District 7. Construction costs were $1.09 million.