RTE I87

over RTE I87 RTE I87 RTE I9

JCT I87 & I95, Bronx County, New York

Condition

Good

Year Built

1962

Daily Traffic

25,823

Length

53 ft

About This Bridge

RTE I87 carries traffic over RTE I87 RTE I87 RTE I9 in Bronx County, New York. Built in 1962, this structure is 64 years old, placing it among the older bridges still in active service. The bridge features steel construction with a girder and floorbeam design, a combination chosen by engineers to meet the specific requirements of this crossing.

Approximately 25,823 vehicles cross this bridge daily, representing moderate traffic volumes typical of important regional connectors. This level of usage requires regular monitoring to ensure continued safe operation. Commercial trucks account for 9% 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 good 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 53 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

7

Deck Condition

Good

7

Superstructure

Good

7

Substructure

Good

Channel & Protection

N/A

7

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.

With a lowest rating of 7, this bridge demonstrates good condition meeting all safety standards.

For a structure built in 1962, maintaining good condition demonstrates effective maintenance practices.

Bridge Details

Steel is the primary structural material, which influences maintenance requirements and expected lifespan. The girder and floorbeam 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 Built1962
Year Reconstructed2013
MaterialSteel
Design TypeGirder and Floorbeam
OwnerState Highway Agency

Dimensions

Total Length53 ft (16.1 m)
Max Span11 ft (3.3 m)
Deck Width4 ft
Deck Area1,773 sq ft

Span dimensions affect structural design choices and load distribution. The deck area of 1,773 sq ft determines surface maintenance scope.

Classification

Route TypeInterstate
Route Number87
Lanes On Bridge2
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.

25,823

Avg Daily Traffic (2003)

Vehicles per day crossing this bridge

9%

Truck Traffic

Commercial vehicle percentage

36,152

Projected Future ADT

Estimated future demand

This bridge carries approximately 25,823 vehicles per day, translating to roughly 9,425,395 crossings annually. This moderate traffic level is typical for regional connectors.

Commercial trucks comprise 9% 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.

Traffic projections estimate future volumes of 36,152 vehicles daily, a 40% increase from current levels. These projections inform capacity planning and potential upgrade requirements.

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

5.9 tons

Maximum allowable load for special permits

Inventory Rating

3.5 tons

Load level for normal traffic

The operating rating of 5.9 tons represents the absolute maximum load this bridge can carry under controlled conditions with special permits. The inventory rating of 3.5 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

Stable

Condition has remained relatively stable since 2020

Data: 2020-2024 FHWA National Bridge Inventory

Location

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42.056389, -74.835556

Identification

Structure Number00000000106688A
NBI IDNY-00000000106688A
State FIPS36
County FIPS005

Explore More

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 I87 over RTE I87 RTE I87 RTE I9 | New York