RTE 907P

over RTE 907P RTE 907P RTE

5.8 MI NE FDR DR+ROUTE 25, New York County, New York

Condition

Fair

Year Built

1966

Daily Traffic

Length

85 ft

About This Bridge

RTE 907P carries traffic over RTE 907P RTE 907P RTE in New York County, New York. Built in 1966, this structure is 60 years old, placing it among the older bridges still in active service. The bridge features steel construction with a stringer/multi-beam or girder design, a combination chosen by engineers to meet the specific requirements of this crossing.

Traffic data is recorded to help engineers understand usage patterns. Commercial trucks account for 1% of all crossings. This proportion of commercial traffic is typical for this roadway classification and is factored into the bridge's design load ratings.

The bridge is currently rated in fair condition based on federal inspection criteria established by the Federal Highway Administration. The structure meets current safety standards for its designated use and load capacity. With a total length of 85 feet, this is a shorter span typical of local road crossings, often carrying traffic over small streams, drainage channels, or other roadways.

Steel bridges provide high strength-to-weight ratios, making them suitable for longer spans. However, they require ongoing protection against corrosion through painting or weathering steel designs. Inspectors pay close attention to connection points, fatigue cracking, and coating condition.

Federal law requires that all highway bridges be inspected at least every 24 months by qualified inspectors following the National Bridge Inspection Standards (NBIS). Some bridges with known issues or unusual characteristics may be inspected more frequently. Inspection data is reported to the National Bridge Inventory, a database maintained by the Federal Highway Administration that tracks the condition of all public highway bridges in the United States. This bridge data is sourced from that federal database and reflects the most recent available inspection results.

Condition Ratings

5

Deck Condition

Fair

6

Superstructure

Satisfactory

6

Substructure

Satisfactory

Channel & Protection

N/A

5

Lowest Rating

Determines condition category

NBI condition ratings range from 0 (failed) to 9 (excellent). Ratings of 4 or below are considered poor. The overall condition category is determined by the lowest individual component rating.

The fair condition rating of 5 indicates some deterioration that warrants monitoring but doesn't affect structural integrity.

For a structure built in 1966, this condition level is expected given the bridge's age and usage patterns.

Bridge Details

Steel is the primary structural material, which influences maintenance requirements and expected lifespan. The stringer/multi-beam or girder design was selected based on span requirements, load capacity needs, and site conditions at the time of construction. Maintenance responsibility falls to State Highway Agency.

Construction

Year Built1966
MaterialSteel
Design TypeStringer/Multi-beam or Girder
OwnerState Highway Agency

Dimensions

Total Length85 ft (25.8 m)
Max Span12 ft (3.8 m)
Deck Width3 ft
Deck Area2,195 sq ft

Span dimensions affect structural design choices and load distribution. The deck area of 2,195 sq ft determines surface maintenance scope.

Classification

Route TypeCity Street
Route Number907P
Lanes On Bridge1
Lanes Under Bridge7

Status

Toll BridgeNo
Historical SignificanceNot eligible
Scour CriticalN
Detour Length

Traffic Data

Traffic volume data helps engineers assess bridge wear patterns and plan maintenance schedules. Average Daily Traffic (ADT) counts are updated periodically and represent typical weekday usage.

Avg Daily Traffic (2018)

Vehicles per day crossing this bridge

1%

Truck Traffic

Commercial vehicle percentage

Projected Future ADT

Estimated future demand

Commercial trucks comprise 1% of traffic. Heavy vehicles cause disproportionate wear—a single fully loaded truck can have the impact of thousands of passenger cars on bridge deck surfaces.

Load Ratings

Load ratings determine what weight this bridge can safely support. These values are critical for routing heavy vehicles and issuing overweight permits.

Operating Rating

9.5 tons

Maximum allowable load for special permits

Inventory Rating

5.7 tons

Load level for normal traffic

The operating rating of 9.5 tons represents the absolute maximum load this bridge can carry under controlled conditions with special permits. The inventory rating of 5.7 tons is the safe load limit for everyday traffic without restrictions. These relatively low ratings may result in posted weight limits or route restrictions for heavy vehicles.

5-Year Condition Trend

Declining

Condition has declined by 1.0 rating points since 2020

Data: 2020-2024 FHWA National Bridge Inventory

Location

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41.047778, -74.130833

Identification

Structure Number000000001077050
NBI IDNY-000000001077050
State FIPS36
County FIPS061

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Data Source: Federal Highway Administration (FHWA) National Bridge Inventory 2024

Bridge inspection data is typically updated every 24 months. Conditions may have changed since the last inspection.

“Structurally deficient” does not mean a bridge is unsafe or likely to collapse. It indicates that one or more key structural elements are in poor or worse condition. Bridges are inspected regularly and may have load restrictions in place.

This data is for informational purposes only and should not be used for route clearance or vehicle weight decisions.

RTE 907P over RTE 907P RTE 907P RTE | New York