US Bridges

Harrison E Crandal over Dry Jordan Creek

Good

Boone County, Arkansas · 0.02 MI East of US 65 B · Structure no. 000000000022694

Built
2002
23 years old
Condition
Good
inspected June 2024
Type
Channel Beam
Concrete
Length
62 ft
2 main spans
Daily traffic
647
2018 count
Owner
City
City or Municipal Highway Agency

About this bridge

Harrison E Crandal over Dry Jordan Creek is a concrete channel beam carrying Harrison E Crandal over Dry Jordan Creek in Boone County, Arkansas. It was built in 2002, so it is 23 years old, younger than the Arkansas average of 45.1 years.

The most recent inspection reported to the Federal Highway Administration rates it in good condition with a lowest component rating of 7 out of 9. All primary components (deck, superstructure, substructure, or culvert) are rated 7 or higher. No significant problems were noted.

It carries about 647 vehicles a day, roughly 1% of them trucks, projected to reach 1,500 by 2040. The structure is 62 ft (18.9 m) long and 50 ft wide. If it were closed, the detour would be 1.2 mi (2 km).

CarriesHarrison E Crandal
CrossesDry Jordan Creek
Location0.02 MI East of US 65 B
RouteCity Street 13550
Coordinates36.23774, -93.1035
Functional classUrban Local

Condition and inspection

Good

All primary components (deck, superstructure, substructure, or culvert) are rated 7 or higher. No significant problems were noted.

ComponentRatingMeaning
Deck8 Very GoodNo problems noted.
Superstructure7 GoodSome minor problems.
Substructure7 GoodSome minor problems.
Channel and channel protection7 GoodSome minor problems.
Last inspectionJune 2024
Inspection intervalevery 48 months
Operating statusOpen, no restriction
ScourFoundations stable; scour within limits of footing or piles
Structural evaluation7: Better than present minimum criteria
Deck geometry6: Equal to present minimum criteria
Waterway adequacy8: Equal to present desirable criteria
Approach roadway alignment8: Equal to present desirable criteria
Operating rating60 US tons
Inventory rating36 US tons

Structure

Structure typeChannel Beam
MaterialConcrete
DeckConcrete, precast panels
Main spans2 (+2 approach)
Design loadH 15
Structure length62 ft (18.9 m)
Longest span31 ft (9.4 m)
Deck width50 ft (15.2 m)
Roadway width49 ft (14.9 m)
Vertical clearance over deckUnrestricted

Traffic and service

Average daily traffic647 (2018)
Projected traffic1,500 by 2040
Trucks1%
Lanes on structure3
Traffic directionTwo-way traffic
CarriesHighway
CrossesWaterway
Detour if closed1.2 mi (2 km)
TollOn a free road
National Highway SystemNo

Ownership and planned work

OwnerCity or Municipal Highway Agency
Maintained byCity or Municipal Highway Agency
Historic statusNot eligible for the National Register of Historic Places
Work proposedNone recorded
Estimated improvement cost—
NavigationNo navigation control on waterway

Frequently asked questions

When was Harrison E Crandal over Dry Jordan Creek built?

It was built in 2002, making it 23 years old in 2025.

What condition is Harrison E Crandal over Dry Jordan Creek in?

The National Bridge Inventory rates it in good condition. All primary components (deck, superstructure, substructure, or culvert) are rated 7 or higher. No significant problems were noted. The last reported inspection was in June 2024.

How much traffic does Harrison E Crandal over Dry Jordan Creek carry?

About 647 vehicles per day (2018 count), of which roughly 1% are trucks.

How long is Harrison E Crandal over Dry Jordan Creek?

The structure is 62 ft (18.9 m) long with a longest span of 31 ft (9.4 m) and a deck 50 ft wide.

Who owns Harrison E Crandal over Dry Jordan Creek?

It is owned by the City or Municipal Highway Agency.