HWY TRM B DEP RD

over HWY LOGAN TRM B ARR RD

TERM B DEPART, Suffolk County, Massachusetts

Condition

Fair

Year Built

1979

Daily Traffic

Length

187 ft

About This Bridge

HWY TRM B DEP RD carries traffic over HWY LOGAN TRM B ARR RD in Suffolk County, Massachusetts. Built in 1979, this structure is 47 years old, placing it among the older bridges still in active service. The bridge features prestressed concrete construction with a girder and floorbeam design, a combination chosen by engineers to meet the specific requirements of this crossing.

Traffic data is recorded to help engineers understand usage patterns.

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 187 feet, this structure falls within the typical range requiring standard inspection procedures conducted by certified bridge inspectors.

Concrete bridges offer excellent durability and relatively low maintenance requirements. They resist corrosion well but can develop cracking over time, particularly in regions with freeze-thaw cycles or heavy use of deicing chemicals. Regular inspection focuses on detecting cracks, spalling, and reinforcement corrosion.

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

5

Superstructure

Fair

5

Substructure

Fair

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 1979, this condition level is expected given the bridge's age and usage patterns.

Bridge Details

Prestressed Concrete 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 Other State.

Construction

Year Built1979
MaterialPrestressed Concrete
Design TypeGirder and Floorbeam
OwnerOther State

Dimensions

Total Length187 ft (57.0 m)
Max Span6 ft (1.8 m)
Deck Width7 ft
Deck Area11,345 sq ft

Span dimensions affect structural design choices and load distribution. The deck area of 11,345 sq ft determines surface maintenance scope.

Classification

Route TypeCity Street
Route Number0
Lanes On Bridge3
Lanes Under Bridge3

Status

Toll BridgeNo
Historical SignificanceNot determined
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

Vehicles per day crossing this bridge

Truck Traffic

Commercial vehicle percentage

Projected Future ADT

Estimated future demand

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

2.2 tons

Maximum allowable load for special permits

Inventory Rating

1.3 tons

Load level for normal traffic

The operating rating of 2.2 tons represents the absolute maximum load this bridge can carry under controlled conditions with special permits. The inventory rating of 1.3 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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43.688056, -71.270833

Identification

Structure NumberB16293B34MPANBI
NBI IDMA-B16293B34MPANBI
State FIPS25
County FIPS025

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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.

HWY TRM B DEP RD over HWY LOGAN TRM B ARR RD | Massachusetts