US Bridges

I 90 Ebl over S 5750;PINE Cr;pinehurst

Fair

Shoshone County, Idaho · 5.0 W. Kellogg · Structure no. 000000000017070

Built
1965
60 years old
Condition
Fair
inspected June 2023
Type
Stringer/Multi-beam or Girder
Prestressed Concrete
Length
396 ft
5 main spans
Daily traffic
7,000
2023 count
Owner
State
State Highway Agency

About this bridge

I 90 Ebl over S 5750;PINE Cr;pinehurst is a prestressed concrete stringer/multi-beam or girder carrying I 90 Ebl over S 5750;PINE Cr;pinehurst in Shoshone County, Idaho. It was built in 1965, so it is 60 years old, older than the Idaho average of 45.3 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.

It carries about 7,000 vehicles a day, roughly 22% of them trucks, projected to reach 10,500 by 2042. The structure is 396 ft (120.7 m) long and 33 ft wide. If it were closed, the detour would be 0.6 mi (1 km).

Location

Open in Google Maps
CarriesI 90 Ebl
CrossesS 5750;PINE Cr;pinehurst
Location5.0 W. Kellogg
RouteInterstate 90
CountyShoshone County
StateIdaho
Coordinates47.54622, -116.22711
Functional classRural Principal Arterial - Interstate

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 protection6 SatisfactoryStructural elements show some minor deterioration.
Last inspectionJune 2023
Inspection intervalevery 24 months
Operating statusOpen, no restriction
ScourScour critical; foundations unstable for calculated scour conditions
Structural evaluation6: Equal to present minimum criteria
Deck geometry4: Meets minimum tolerable limits to be left in place as is
Waterway adequacy9: Superior to present desirable criteria
Approach roadway alignment8: Equal to present desirable criteria
Operating rating89.9 US tons
Inventory rating53 US tons

Structure

Structure typeStringer/Multi-beam or Girder
MaterialPrestressed Concrete
DeckConcrete, cast-in-place
Main spans5
Design loadHS 20
Structure length396 ft (120.7 m)
Longest span85 ft (25.9 m)
Deck width33 ft (10.2 m)
Roadway width30 ft (9.1 m)
Vertical clearance over deckUnrestricted

Traffic and service

Average daily traffic7,000 (2023)
Projected traffic10,500 by 2042
Trucks22%
Lanes on structure2
Traffic directionOne-way traffic
CarriesOverpass structure at an interchange
CrossesHighway and waterway
Detour if closed0.6 mi (1 km)
TollOn a free road
National Highway SystemYes
Strategic Highway NetworkInterstate STRAHNET route

Ownership and planned work

OwnerState Highway Agency
Maintained byState Highway Agency
Historic statusHistorical significance not determinable at this time
Work proposedReplacement because of substandard load-carrying capacity or roadway geometry
Estimated improvement cost$4.1 million (2019 estimate)
NavigationNo navigation control on waterway

Frequently asked questions

When was I 90 Ebl over S 5750;PINE Cr;pinehurst built?

It was built in 1965, making it 60 years old in 2025.

What condition is I 90 Ebl over S 5750;PINE Cr;pinehurst 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 June 2023.

How much traffic does I 90 Ebl over S 5750;PINE Cr;pinehurst carry?

About 7,000 vehicles per day (2023 count), of which roughly 22% are trucks.

How long is I 90 Ebl over S 5750;PINE Cr;pinehurst?

The structure is 396 ft (120.7 m) long with a longest span of 85 ft (25.9 m) and a deck 33 ft wide.

Who owns I 90 Ebl over S 5750;PINE Cr;pinehurst?

It is owned by the State Highway Agency.