US Bridges

CO.RT.626 over Branch at Martin Crk

FairPosted for load

Marengo County, Alabama · 0.3 Mi. W CO.RT.53 · Structure no. 015264

Built
1990
35 years old
Condition
Fair
inspected May 2024
Type
Stringer/Multi-beam or Girder
Steel Continuous
Length
67 ft
3 main spans
Daily traffic
50
1990 count
Owner
County
County Highway Agency

About this bridge

CO.RT.626 over Branch at Martin Crk is a steel continuous stringer/multi-beam or girder carrying CO.RT.626 over Branch at Martin Crk in Marengo County, Alabama. It was built in 1990, so it is 35 years old, younger than the Alabama average of 51.1 years.

The most recent inspection reported to the Federal Highway Administration rates it in fair condition with a lowest component rating of 5 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 50 vehicles a day, projected to reach 70 by 2039. The structure is 67 ft (20.4 m) long and 14 ft wide. If it were closed, the detour would be 3.1 mi (5 km).

CarriesCO.RT.626
CrossesBranch at Martin Crk
Location0.3 Mi. W CO.RT.53
RouteCounty Highway 626
StateAlabama
Coordinates32.13786, -87.58041
Functional classRural Major 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
Deck7 GoodSome minor problems.
Superstructure6 SatisfactoryStructural elements show some minor deterioration.
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 inspectionMay 2024
Inspection intervalevery 24 months
Operating statusPosted for load restriction
ScourFoundations stable; scour above top of footing
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 adequacy5: Somewhat better than minimum adequacy to tolerate being left in place as is
Approach roadway alignment5: Somewhat better than minimum adequacy to tolerate being left in place as is
Operating rating22.9 US tons
Inventory rating17.2 US tons

Structure

MaterialSteel Continuous
DeckWood or timber
Main spans3
Design loadUnknown
Structure length67 ft (20.4 m)
Longest span67 ft (20.4 m)
Deck width14 ft (4.3 m)
Roadway width13 ft (3.9 m)
Vertical clearance over deckUnrestricted

Traffic and service

Average daily traffic50 (1990)
Projected traffic70 by 2039
Trucks0%
Lanes on structure1
Traffic directionOne-lane bridge for two-way traffic
CarriesHighway
CrossesWaterway
Detour if closed3.1 mi (5 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 proposedReplacement because of substandard load-carrying capacity or roadway geometry
Estimated improvement cost$296,000 (2025 estimate)
NavigationNo navigation control on waterway

Frequently asked questions

When was CO.RT.626 over Branch at Martin Crk built?

It was built in 1990, making it 35 years old in 2025.

What condition is CO.RT.626 over Branch at Martin Crk 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 May 2024.

How much traffic does CO.RT.626 over Branch at Martin Crk carry?

About 50 vehicles per day (1990 count).

How long is CO.RT.626 over Branch at Martin Crk?

The structure is 67 ft (20.4 m) long with a longest span of 67 ft (20.4 m) and a deck 14 ft wide.

Who owns CO.RT.626 over Branch at Martin Crk?

It is owned by the County Highway Agency.