
KY 15 Structure Design
PERRY COUNTY, KY
STRUCTURES
Palmer Engineering’s KY 15 roadway realignment project spans 1.2 miles and is centered on improving safety and traffic flow. The project also highlights Palmer’s extensive experience in designing diverse bridge and roadway structures for the Kentucky Transportation Cabinet (KYTC).
Structures designed include:
Two PCI-beam bridges
A culvert extension
A retaining wall
Over 200 feet of mechanically stabilized earth (MSE) wall
Key Project Structures
KY 15 Bridge over Perry Park Road, North Fork of the Kentucky River, and KY 550
A five-span, 700-foot-long, 93-foot-wide bridge carrying five lanes of traffic
Skewed 40 degrees to parallel the river
Piers founded on large-diameter drilled shafts below anticipated scour depths, transitioning to individual columns
Large breastwall abutments: one on spread footings, the other on driven piles
Hybrid PCI-beams minimize superstructure depth to meet vertical clearance requirements
Morton Boulevard Interchange Bridge
A two-span, 150-foot-long PCI-beam bridge with low-profile hybrid beams
Integral abutments founded on driven piles behind MSE walls, with a pier in the median of KY 15 on drilled shafts
Designed to meet vertical clearance requirements while maintaining structural efficiency
Ramp A Culvert Extension
A 320-foot-long extension of an existing 5’ x 4’ RCBC
New geometry included a grade change of over 3% to align with KY 15
Willie’s Way Access Improvements
Reconfigured access along the new KY 15 alignment with a 150-foot-long cantilever retaining wall
Stepped footing design minimized excavation and maintained access to critical businesses during construction
MSE Wall Implementation
Over 200 feet of MSE walls at Morton Boulevard Bridge integral abutments
Enabled construction of a new slip ramp to KY 15 economically, avoiding bridge extension
This project exemplifies Palmer Engineering’s ability to integrate safety-focused roadway design with complex structural solutions, ensuring both functionality and cost-effective construction.
Key Team Members
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Gary Sharpe, PE, PLS
PROJECT MANAGER
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Chris Blevins
PROJECT MANAGER
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David Lindeman, PE, PLS
TEAM MEMBER
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Stephen Sewell, PE, PTOE
TEAM MEMBER
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David Lanham, PE
TEAM MEMBER
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Will Conkin, PE, PTOE, PMP
TEAM MEMBER