US Bridges

Marshall Ivy RD over Shawnee Creek Relief

FairPosted for load

Angelina County, Texas · 0.9 MI SE of FM 844 · Structure no. 110030AA0380002

Built
1922
103 years old
Condition
Fair
inspected June 2023
Type
Slab
Concrete
Length
34 ft
2 main spans
Daily traffic
92
2023 count
Owner
County
County Highway Agency

About this bridge

Marshall Ivy RD over Shawnee Creek Relief is a concrete slab carrying Marshall Ivy RD over Shawnee Creek Relief in Angelina County, Texas. It was built in 1922, so it is 103 years old, older than the Texas average of 44.4 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 92 vehicles a day, roughly 3% of them trucks, projected to reach 43 by 2041. The structure is 34 ft (10.4 m) long and 21 ft wide. If it were closed, the detour would be 5 mi (8 km).

CarriesMarshall Ivy RD
CrossesShawnee Creek Relief
Location0.9 MI SE of FM 844
RouteCounty Highway 301
StateTexas
Coordinates31.21309, -94.5248
Functional classRural Local

Condition and inspection

Fair

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

ComponentRatingMeaning
Deck5 FairAll primary structural elements are sound but may have minor section loss, cracking, spalling or scour.
Superstructure5 FairAll primary structural elements are sound but may have minor section loss, cracking, spalling or scour.
Substructure5 FairAll primary structural elements are sound but may have minor section loss, cracking, spalling or scour.
Channel and channel protection5 FairAll primary structural elements are sound but may have minor section loss, cracking, spalling or scour.
Last inspectionJune 2023
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 geometry5: Somewhat better than minimum adequacy to tolerate being left in place as is
Waterway adequacy4: Meets minimum tolerable limits to be left in place as is
Approach roadway alignment8: Equal to present desirable criteria
Operating rating48.9 US tons
Inventory rating30.1 US tons

Structure

Structure typeSlab
MaterialConcrete
DeckConcrete, cast-in-place
Main spans2
Design loadUnknown
Structure length34 ft (10.4 m)
Longest span17 ft (5.2 m)
Deck width21 ft (6.5 m)
Roadway width21 ft (6.5 m)
Vertical clearance over deckUnrestricted

Traffic and service

Average daily traffic92 (2023)
Projected traffic43 by 2041
Trucks3%
Lanes on structure2
Traffic directionTwo-way traffic
CarriesHighway
CrossesRelief for waterway
Detour if closed5 mi (8 km)
TollOn a free road
National Highway SystemNo

Ownership and planned work

OwnerCounty Highway Agency
Maintained byCounty Highway Agency
Historic statusPossibly eligible for the National Register; requires further investigation
Work proposedNone recorded
Estimated improvement cost—
NavigationNo navigation control on waterway

Frequently asked questions

When was Marshall Ivy RD over Shawnee Creek Relief built?

It was built in 1922, making it 103 years old in 2025.

What condition is Marshall Ivy RD over Shawnee Creek Relief 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 Marshall Ivy RD over Shawnee Creek Relief carry?

About 92 vehicles per day (2023 count), of which roughly 3% are trucks.

How long is Marshall Ivy RD over Shawnee Creek Relief?

The structure is 34 ft (10.4 m) long with a longest span of 17 ft (5.2 m) and a deck 21 ft wide.

Who owns Marshall Ivy RD over Shawnee Creek Relief?

It is owned by the County Highway Agency.