Department of TransportationIssuing agency·Moab, UT·via the SAM.gov Get Opportunities APIPROJECT NUMBER: UT NP ARCH 100(2)
PROJECT NAME: Bridges on Delicate Arch Road
**PROJECT DESCRIPTION: **
Delicate Arch Road (DAR) is within Arches National Park (Park) and provides access to
Delicate Arch. DAR is a functional class 1 roadway (Principal Park Road) and is heavily
traveled by visitors and often congested during periods with moderate-to-high levels of
visitation.
DAR crosses three low-gradient ephemeral washes (Salt Valley Wash, Salt Wash, and
Winter Camp Wash) near their confluence in the Salt Wash Basin downstream of Wolfe
Ranch. Culverts installed during original road construction in the mid-1990s and during
subsequent upgrades are inadequate to allow unobstructed stream flow and sediment
transport downstream. This existing condition produces flooding and sediment
deposition, which creates unsafe conditions for visitors, triggers road closures, potentially
strands Park visitors, diminishes visitor experience of the Park, and generates high
operational costs associated with traffic management, visitor safety, and cleanup
operations.
**SCOPE OF THE WORK: **
This project will be designated as Reconstruction (4R) with one segment of restoration
(3R), and will design and construct 100’ span concrete bridges at the Salt Valley Wash,
Salt Wash, and Winter Camp Wash. The DA roadway profile at each Wash will be raised
to accommodate a 10-year design frequency and allow a medium-sized excavator to
access each wash. The DA will be realigned at the Salt Valley wash, moving the roadway
and new bridge location to the north of the existing roadway and drainage crossing. The
remaining 3R sections of the roadway will receive full depth reclamation (FDR) or
removal of pavement, including all parking areas, followed by a 4-inch pavement
overlay.
PRINCIPAL WORK ITEMS:
20420-0000 Embankment Construction: 10,000 CUYD
25101-0300 Placed Riprap, Class 3: 1,725 CUYD
30202-2000 Roadway Aggregate, Method 2: 5,140 TON
40101-5600 Asphalt Concrete Pavement, Gyratory Mix, 1/2-Inch or 3/4-Inch Nominal Maximum Size Aggregate, 0.3 To <3 Million ESAL: 8,300 TON
55201-0200 Structural Concrete, Class A (AE): 752 CUYD
55401-2000 Reinforcing Steel, Epoxy Coated: 138,000 LB
55601-1100 Bridge Railing, Steel, Two Rail: 642 LNFT
56501-0200 Drilled Shaft, 24-Inch Diameter: 750 LNFT
56501-0300 Drilled Shaft, 30-Inch Diameter: 890 LNFT
60901-1300 Curb, Concrete, 15-Inch Depth (Reinforced, Colored): 3,921 LNFT
61701-4500 Guardrail System Mgs, Type 2, Class A Steel Posts: 1,290 LNFT
63506-0500 Temporary Traffic Control, Flagger: 5,800 HOUR
**ANTICIPATED SCHEDULE: **
Advertisement – September 2026
Award – November 2026
NTP – December 2026
Contract Completion – December 2028
**ESTIMATED COST RANGE: **
Total estimated cost between $10,000,000 and $20,000,000
This will be solicited as a full and open competition.
This project will be designated as Reconstruction (4R) with one segment of restoration (3R), and will design and construct 100’ span concrete bridges at the Salt Valley Wash, Salt Wash, and Winter Camp Wash. The DA roadway profile at each Wash will be raised to accommodate a 10-year design frequency and allow a medium-sized excavator to access each wash. The DA will be realigned at the Salt Valley wash, moving the roadway and new bridge location to the north of the existing roadway and drainage crossing. The remaining 3R sections of the roadway will receive full depth reclamation (FDR) or removal of pavement, including all parking areas, followed by a 4-inch pavement overlay.
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Source: SAM.gov (notice 9c354b9dd5844ea2aaf634299dcddf9e), retrieved via the SAM.gov Get Opportunities API. View the official posting, and always confirm requirements and deadlines with the issuing agency.