US Bridges

Chester Street over I 630-SEC 21 Log 1.10

Fair

Pulaski County, Arkansas · 1.3 MI W JCT I-30 · Structure no. 000000000003503

Built
1979
46 years old
Condition
Fair
inspected January 2024
Type
Box Beam or Girders - Multiple
Steel Continuous
Length
259 ft
2 main spans
Daily traffic
10,633
2018 count
Owner
State
State Highway Agency

About this bridge

Chester Street over I 630-SEC 21 Log 1.10 is a steel continuous box beam or girders - multiple carrying Chester Street over I 630-SEC 21 Log 1.10 in Pulaski County, Arkansas. It was built in 1979, so it is 46 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 5 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 10,633 vehicles a day, roughly 1% of them trucks, projected to reach 8,640 by 2007. The structure is 259 ft (78.9 m) long and 81 ft wide. If it were closed, the detour would be 1.2 mi (2 km).

CarriesChester Street
CrossesI 630-SEC 21 Log 1.10
Location1.3 MI W JCT I-30
RouteCity Street 10680
Coordinates34.74172, -92.28262
Functional classUrban Minor Arterial

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.
Superstructure5 FairAll primary structural elements are sound but may have minor section loss, cracking, spalling or scour.
Substructure6 SatisfactoryStructural elements show some minor deterioration.
Last inspectionJanuary 2024
Inspection intervalevery 24 months
Operating statusOpen, no restriction
ScourBridge not over waterway
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
Approach roadway alignment8: Equal to present desirable criteria
Operating rating60 US tons
Inventory rating36 US tons

Structure

MaterialSteel Continuous
DeckConcrete, cast-in-place
Main spans2
Design loadHS 20
Structure length259 ft (78.9 m)
Longest span129 ft (39.3 m)
Deck width81 ft (24.7 m)
Roadway width68 ft (20.7 m)
Vertical clearance over deckUnrestricted

Traffic and service

Average daily traffic10,633 (2018)
Projected traffic8,640 by 2007
Trucks1%
Lanes on structure5
Traffic directionTwo-way traffic
CarriesHighway and pedestrian
CrossesHighway
Detour if closed1.2 mi (2 km)
TollOn a free road
National Highway SystemNo

Ownership and planned work

OwnerState Highway Agency
Maintained byState Highway Agency
Historic statusNot eligible for the National Register of Historic Places
Work proposedNone recorded
Estimated improvement cost—
NavigationNot applicable (no waterway)

Frequently asked questions

When was Chester Street over I 630-SEC 21 Log 1.10 built?

It was built in 1979, making it 46 years old in 2025.

What condition is Chester Street over I 630-SEC 21 Log 1.10 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 Chester Street over I 630-SEC 21 Log 1.10 carry?

About 10,633 vehicles per day (2018 count), of which roughly 1% are trucks.

How long is Chester Street over I 630-SEC 21 Log 1.10?

The structure is 259 ft (78.9 m) long with a longest span of 129 ft (39.3 m) and a deck 81 ft wide.

Who owns Chester Street over I 630-SEC 21 Log 1.10?

It is owned by the State Highway Agency.