US Bridges

Mineral Springs RD over Dye Creek-Washington Co.

FairPosted for load

Washington County, Arkansas · 1.3 MI E JCT US 71 · Structure no. 000000000017316

Built
1928
97 years old, rebuilt 1977
Condition
Fair
inspected January 2024
Type
Stringer/Multi-beam or Girder
Steel
Length
32 ft
1 main span
Daily traffic
895
2018 count
Owner
County
County Highway Agency

About this bridge

Mineral Springs RD over Dye Creek-Washington Co. is a steel stringer/multi-beam or girder carrying Mineral Springs RD over Dye Creek-Washington Co. in Washington County, Arkansas. It was built in 1928 and reconstructed in 1977, so it is 97 years old, older than the Arkansas average of 45.1 years.

The most recent inspection reported to the Federal Highway Administration rates it in fair condition with a lowest component rating of 6 out of 9. The lowest-rated primary component is rated 5 or 6. Minor deterioration is present but the structure is sound. Its operating status is: posted for load restriction.

It carries about 895 vehicles a day, roughly 1% of them trucks, projected to reach 1,000 by 2038. The structure is 32 ft (9.8 m) long and 26 ft wide. If it were closed, the detour would be 1.9 mi (3 km).

CarriesMineral Springs RD
CrossesDye Creek-Washington Co.
Location1.3 MI E JCT US 71
RouteCounty Highway 30
Coordinates35.93941, -94.15359
Functional classRural Minor Collector

Condition and inspection

Fair

The lowest-rated primary component is rated 5 or 6. Minor deterioration is present but the structure is sound.

ComponentRatingMeaning
Deck6 SatisfactoryStructural elements show some minor deterioration.
Superstructure6 SatisfactoryStructural elements show some minor deterioration.
Substructure6 SatisfactoryStructural elements show some minor deterioration.
Channel and channel protection7 GoodSome minor problems.
Last inspectionJanuary 2024
Inspection intervalevery 24 months
Operating statusPosted for load restriction
ScourFoundations stable; scour within limits of footing or piles
Structural evaluation5: Somewhat better than minimum adequacy to tolerate being left in place as is
Deck geometry4: Meets minimum tolerable limits to be left in place as is
Waterway adequacy7: Better than present minimum criteria
Approach roadway alignment3: Basically intolerable, requiring high priority of corrective action
Operating rating34.3 US tons
Inventory rating20.6 US tons

Structure

MaterialSteel
DeckConcrete, cast-in-place
Main spans1
Design loadUnknown
Structure length32 ft (9.8 m)
Longest span29 ft (8.7 m)
Deck width26 ft (7.9 m)
Roadway width25 ft (7.7 m)
Vertical clearance over deckUnrestricted

Traffic and service

Average daily traffic895 (2018)
Projected traffic1,000 by 2038
Trucks1%
Lanes on structure2
Traffic directionTwo-way traffic
CarriesHighway
CrossesWaterway
Detour if closed1.9 mi (3 km)
TollOn a free road
National Highway SystemNo

Ownership and planned work

OwnerCounty Highway Agency
Maintained byCounty Highway Agency
Historic statusNot eligible for the National Register of Historic Places
Work proposedRehabilitation because of general structure deterioration or inadequate strength
Estimated improvement cost$36,000
NavigationNo navigation control on waterway

Frequently asked questions

When was Mineral Springs RD over Dye Creek-Washington Co. built?

It was built in 1928, making it 97 years old in 2025. It was reconstructed in 1977.

What condition is Mineral Springs RD over Dye Creek-Washington Co. in?

The National Bridge Inventory rates it in fair condition. The lowest-rated primary component is rated 5 or 6. Minor deterioration is present but the structure is sound. The last reported inspection was in January 2024.

How much traffic does Mineral Springs RD over Dye Creek-Washington Co. carry?

About 895 vehicles per day (2018 count), of which roughly 1% are trucks.

How long is Mineral Springs RD over Dye Creek-Washington Co.?

The structure is 32 ft (9.8 m) long with a longest span of 29 ft (8.7 m) and a deck 26 ft wide.

Who owns Mineral Springs RD over Dye Creek-Washington Co.?

It is owned by the County Highway Agency.