US Bridges

FAP 15 over Spring Creek

Poor

Hardeman County, Tennessee · .3 Mile East of Bolivar · Structure no. 35SR0150007

Built
1930
95 years old, rebuilt 1964
Condition
Poor
inspected July 2024
Type
Tee Beam
Concrete
Length
427 ft
14 main spans
Daily traffic
5,658
2021 count
Owner
State
State Highway Agency

About this bridge

FAP 15 over Spring Creek is a concrete tee beam carrying FAP 15 over Spring Creek in Hardeman County, Tennessee. It was built in 1930 and reconstructed in 1964, so it is 95 years old, older than the Tennessee average of 47.4 years.

The most recent inspection reported to the Federal Highway Administration rates it in poor condition with a lowest component rating of 4 out of 9. The lowest-rated primary component is rated 4 or below, indicating advanced deterioration. Poor does not mean unsafe; such bridges are inspected more often and may carry load restrictions.

It carries about 5,658 vehicles a day, roughly 9% of them trucks, projected to reach 9,851 by 2041. The structure is 427 ft (130.3 m) long and 34 ft wide. If it were closed, the detour would be 65.2 mi (105 km).

CarriesFAP 15
CrossesSpring Creek
Location.3 Mile East of Bolivar
RouteU.S. Route 64
Coordinates35.25389, -88.97258
Functional classUrban Other Principal Arterial

Condition and inspection

Poor

The lowest-rated primary component is rated 4 or below, indicating advanced deterioration. Poor does not mean unsafe; such bridges are inspected more often and may carry load restrictions.

ComponentRatingMeaning
Deck4 PoorAdvanced section loss, deterioration, spalling or scour.
Superstructure4 PoorAdvanced section loss, deterioration, spalling or scour.
Substructure5 FairAll primary structural elements are sound but may have minor section loss, cracking, spalling or scour.
Channel and channel protection6 SatisfactoryStructural elements show some minor deterioration.
Last inspectionJuly 2024
Inspection intervalevery 24 months
Operating statusOpen, no restriction
ScourScour critical; foundations unstable for calculated scour conditions
Structural evaluation4: Meets minimum tolerable limits to be left in place as is
Deck geometry4: Meets minimum tolerable limits to be left in place as is
Waterway adequacy6: Equal to present minimum criteria
Approach roadway alignment8: Equal to present desirable criteria
Operating rating40 US tons
Inventory rating30.8 US tons

Structure

Structure typeTee Beam
MaterialConcrete
DeckConcrete, cast-in-place
Main spans14
Design loadHS 20
Structure length427 ft (130.3 m)
Longest span29 ft (8.7 m)
Deck width34 ft (10.4 m)
Roadway width28 ft (8.6 m)
Vertical clearance over deckUnrestricted

Traffic and service

Average daily traffic5,658 (2021)
Projected traffic9,851 by 2041
Trucks9%
Lanes on structure2
Traffic directionTwo-way traffic
CarriesHighway
CrossesWaterway
Detour if closed65.2 mi (105 km)
TollOn a free road
National Highway SystemYes

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$5.3 million (2021 estimate)
NavigationNo navigation control on waterway

Frequently asked questions

When was FAP 15 over Spring Creek built?

It was built in 1930, making it 95 years old in 2025. It was reconstructed in 1964.

What condition is FAP 15 over Spring Creek in?

The National Bridge Inventory rates it in poor condition. The lowest-rated primary component is rated 4 or below, indicating advanced deterioration. Poor does not mean unsafe; such bridges are inspected more often and may carry load restrictions. The last reported inspection was in July 2024.

How much traffic does FAP 15 over Spring Creek carry?

About 5,658 vehicles per day (2021 count), of which roughly 9% are trucks.

How long is FAP 15 over Spring Creek?

The structure is 427 ft (130.3 m) long with a longest span of 29 ft (8.7 m) and a deck 34 ft wide.

Who owns FAP 15 over Spring Creek?

It is owned by the State Highway Agency.