UDOT outlines Heber Valley Corridor alternatives; residents press project timing, traffic impacts

UDOT representatives briefed the Town of Daniel on the Heber Valley Corridor study and described two remaining route alternatives (labeled “Alternative A” and “Alternative B”), then answered questions from council members and residents about interchanges, ramps, design speed and likely effects on local cut-through traffic.

Project staff said both alternatives are freeway-style corridors providing free-flow travel around Heber City with several interchanges and direct-connect ramps. The two alternatives differ mainly in how the corridor reconnects to U.S. 40 north of town: Alternative A re-enters near the Smiths intersection (900 North) with flyover ramps and interchanges at Coyote Lane, Parley Lane and a final interchange at SR-32; Alternative B routes farther east through the Northfields area and connects to a different location on US‑40.

Engineers showed ramp geometries, a multi-lane divided cross section with elevated through lanes and parallel one-way frontage/local lanes for access, and noted structures crossing the railroad and flood channel. Design speeds vary by segment: the main north–south freeway portion is described as 65 mph, some connectors 55 mph and certain curved sections at 45 mph.

On funding and timing, UDOT staff said the corridor remains a study with no construction funding currently programmed and that the Statewide Transportation Improvement Program (STIP) is currently programmed out through 2031. Presenters estimated full-project costs in the high hundreds of millions (presentation referenced an estimate “around $700 million”) and said the project would realistically be built in phases if funded. The team said Olympic-driven timelines would require legislative action to accelerate work; the project is not funded in the current program to meet the 2034 Olympics.

Residents raised traffic concerns: several speakers asked whether the corridor would increase cut-through traffic on local roads such as 3000 South and asked for travel-time modeling. UDOT staff said model runs show both alternatives reduce congestion at the Hub intersection and should reduce incentives for cut-through routes, but staff agreed to provide more detailed travel-time and cut-through modeling for local segments (for example, 3000 South and Little Sweden Road) and to extend modeling to the routes residents cited.

Other topics during Q&A included ramp heights (presenters estimated flyover structures in the 30–35 foot range at certain crossings), right-of-way widths (typical sections cited between about 100 and 250 feet depending on segment), where interchanges and service/frontage roads would tie into existing commercial areas, and phasing options. UDOT staff said land acquisition would not start until funding is secured and that environmental and design milestones remain to be completed.

No formal action was taken by the council on the presentation. Council members and residents requested follow-up materials: travel-time comparisons for specific local routes, vertical-profile drawings for elevated ramps, and clearer phasing and funding schedules.