US Bridges

E180-CHESTNUT Offr over Maple Avenue

Good

Fresno County, California · 06-FRE-180-R60.40 · Structure no. 42 0398S

Built
1995
30 years old
Condition
Good
inspected January 2024
Type
Box Beam or Girders - Multiple
Prestressed Concrete
Length
134 ft
1 main span
Daily traffic
53,000
2016 count
Owner
State
State Highway Agency

About this bridge

E180-CHESTNUT Offr over Maple Avenue is a prestressed concrete box beam or girders - multiple carrying E180-CHESTNUT Offr over Maple Avenue in Fresno County, California. It was built in 1995, so it is 30 years old, younger than the California average of 54.8 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 53,000 vehicles a day, roughly 5% of them trucks, projected to reach 64,557 by 2042. The structure is 134 ft (40.9 m) long and 43 ft wide. If it were closed, the detour would be 0.6 mi (1 km).

CarriesE180-CHESTNUT Offr
CrossesMaple Avenue
Location06-FRE-180-R60.40
RouteState Highway 180
Coordinates36.75443, -119.74567
Functional classUrban Principal Arterial - Other Freeway or Expressway

Condition and inspection

Good

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

ComponentRatingMeaning
Deck7 GoodSome minor problems.
Superstructure7 GoodSome minor problems.
Substructure7 GoodSome minor problems.
Last inspectionJanuary 2024
Inspection intervalevery 24 months
Operating statusOpen, no restriction
ScourBridge not over waterway
Structural evaluation7: Better than present minimum criteria
Deck geometry9: Superior to present desirable criteria
Approach roadway alignment8: Equal to present desirable criteria
Operating rating59.6 US tons
Inventory rating35.7 US tons

Structure

MaterialPrestressed Concrete
DeckConcrete, cast-in-place
Main spans1
Design loadHS 20 + Mod
Structure length134 ft (40.9 m)
Longest span134 ft (40.9 m)
Deck width43 ft (13.2 m)
Roadway width40 ft (12.1 m)
Vertical clearance over deckUnrestricted

Traffic and service

Average daily traffic53,000 (2016)
Projected traffic64,557 by 2042
Trucks5%
Lanes on structure2
Traffic directionOne-way traffic
CarriesHighway
CrossesHighway
Detour if closed0.6 mi (1 km)
TollOn a free road
National Highway SystemYes

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 E180-CHESTNUT Offr over Maple Avenue built?

It was built in 1995, making it 30 years old in 2025.

What condition is E180-CHESTNUT Offr over Maple Avenue 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 January 2024.

How much traffic does E180-CHESTNUT Offr over Maple Avenue carry?

About 53,000 vehicles per day (2016 count), of which roughly 5% are trucks.

How long is E180-CHESTNUT Offr over Maple Avenue?

The structure is 134 ft (40.9 m) long with a longest span of 134 ft (40.9 m) and a deck 43 ft wide.

Who owns E180-CHESTNUT Offr over Maple Avenue?

It is owned by the State Highway Agency.