US Bridges

HR7 WB from 907V over HR2 HR2 & 4 Pedestrian

Fair

New York County, New York · 500 Ft S of Geo Washtn Br · Structure no. 000000005522530

Built
1960
65 years old
Condition
Fair
inspected May 2023
Type
Stringer/Multi-beam or Girder
Prestressed Concrete
Length
482 ft
8 main spans
Daily traffic
—
2024 count
Owner
Toll Authority
Local Toll Authority

About this bridge

HR7 WB from 907V over HR2 HR2 & 4 Pedestrian is a prestressed concrete stringer/multi-beam or girder carrying HR7 WB from 907V over HR2 HR2 & 4 Pedestrian in New York County, New York. It was built in 1960, so it is 65 years old, older than the New York average of 53 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.

No traffic count is recorded. The structure is 482 ft (146.9 m) long and 34 ft wide. If it were closed, the detour would be 0.6 mi (1 km).

Location

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CarriesHR7 WB from 907V
CrossesHR2 HR2 & 4 Pedestrian
Location500 Ft S of Geo Washtn Br
CountyNew York County
StateNew York
Coordinates40.84814, -73.94288
Functional classUrban Principal Arterial - Interstate

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.
Last inspectionMay 2023
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 geometry2: Basically intolerable, requiring high priority of replacement
Approach roadway alignment8: Equal to present desirable criteria
Operating rating73 US tons
Inventory rating44 US tons

Structure

Structure typeStringer/Multi-beam or Girder
MaterialPrestressed Concrete
DeckConcrete, cast-in-place
Main spans8
Design loadHS 20
Structure length482 ft (146.9 m)
Longest span68 ft (20.7 m)
Deck width34 ft (10.5 m)
Roadway width24 ft (7.3 m)
Vertical clearance over deck15 ft (4.6 m)

Traffic and service

Average daily traffic—
Projected traffic—
Trucks8%
Lanes on structure2
Traffic directionOne-way traffic
CarriesHighway and pedestrian
CrossesPedestrian / bicycle
Detour if closed0.6 mi (1 km)
TollOn a free road
National Highway SystemYes
Strategic Highway NetworkNon-Interstate STRAHNET route

Ownership and planned work

OwnerLocal Toll Authority
Maintained byLocal Toll Authority
Historic statusHistorical significance not determinable at this time
Work proposedDeck replacement with only incidental widening
Estimated improvement cost$14.6 million (2024 estimate)
NavigationNot applicable (no waterway)

Frequently asked questions

When was HR7 WB from 907V over HR2 HR2 & 4 Pedestrian built?

It was built in 1960, making it 65 years old in 2025.

What condition is HR7 WB from 907V over HR2 HR2 & 4 Pedestrian 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 2023.

How much traffic does HR7 WB from 907V over HR2 HR2 & 4 Pedestrian carry?

No traffic count is recorded for this structure.

How long is HR7 WB from 907V over HR2 HR2 & 4 Pedestrian?

The structure is 482 ft (146.9 m) long with a longest span of 68 ft (20.7 m) and a deck 34 ft wide.

Who owns HR7 WB from 907V over HR2 HR2 & 4 Pedestrian?

It is owned by the Local Toll Authority.