US 3 NH 3A

over I-293 NH 3A CSX MERR R

0.7 MI BEDFORD TL, Hillsborough County, New Hampshire

Condition

Poor

Year Built

1923

Daily Traffic

23,677

Length

119 ft

About This Bridge

US 3 NH 3A carries traffic over I-293 NH 3A CSX MERR R in Hillsborough County, New Hampshire. Built in 1923, this structure is 103 years old, making it a historic structure that has served the community for generations. The bridge features steel construction with a truss - deck design, a combination chosen by engineers to meet the specific requirements of this crossing.

Approximately 23,677 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 5% 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 poor condition based on federal inspection criteria established by the Federal Highway Administration. It is classified as structurally deficient, meaning one or more components have received a rating of 4 or below on the 0-9 scale. This designation indicates significant deterioration that warrants attention, though the bridge remains safe for travel within its posted limits. Structurally deficient does not mean unsafe—rather, it signals that repairs or replacement should be prioritized in transportation planning. With a total length of 119 feet, this structure falls within the typical range requiring standard inspection procedures conducted by certified bridge inspectors.

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

Structurally Deficient

This bridge has one or more component ratings of 4 or below, indicating significant deterioration that requires attention. The bridge remains safe for travel but may have load restrictions.

4

Deck Condition

Poor

5

Superstructure

Fair

5

Substructure

Fair

7

Channel & Protection

Good

4

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 deck rating of 4 indicates advanced deterioration affecting the driving surface.

For a structure built in 1923, the current condition reflects the cumulative effects of age, traffic, and environmental exposure. High traffic volumes on a bridge in fair or poor condition typically elevate its priority for rehabilitation or replacement in state transportation planning.

Bridge Details

Steel is the primary structural material, which influences maintenance requirements and expected lifespan. The truss - deck design was selected based on span requirements, load capacity needs, and site conditions at the time of construction. Maintenance responsibility falls to City/Municipal.

Construction

Year Built1923
Year Reconstructed1995
MaterialSteel
Design TypeTruss - Deck
OwnerCity/Municipal

Dimensions

Total Length119 ft (36.1 m)
Max Span15 ft (4.7 m)
Deck Width6 ft
Deck Area6,507 sq ft

Span dimensions affect structural design choices and load distribution. The deck area of 6,507 sq ft determines surface maintenance scope.

Classification

Route TypeUS Highway
Route Number3
Lanes On Bridge4
Lanes Under Bridge5

Status

Toll BridgeNo
Historical SignificancePossibly eligible
Scour CriticalNo
Detour Length3 mi (5 km)

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.

23,677

Avg Daily Traffic (2022)

Vehicles per day crossing this bridge

5%

Truck Traffic

Commercial vehicle percentage

35,041

Projected Future ADT

Estimated future demand

This bridge carries approximately 23,677 vehicles per day, translating to roughly 8,642,105 crossings annually. This moderate traffic level is typical for regional connectors.

Commercial trucks comprise 5% 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 35,041 vehicles daily, a 48% 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

3.0 tons

Maximum allowable load for special permits

Inventory Rating

2.3 tons

Load level for normal traffic

The operating rating of 3.0 tons represents the absolute maximum load this bridge can carry under controlled conditions with special permits. The inventory rating of 2.3 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

Declining

Condition has declined by 1.0 rating points since 2020

Status Changes

  • Entered poor condition in 2021
  • Became structurally deficient in 2021

Data: 2020-2024 FHWA National Bridge Inventory

Location

Loading map...

43.718611, -71.980833

Identification

Structure Number016101510006500
NBI IDNH-016101510006500
State FIPS33
County FIPS011

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.

US 3 NH 3A over I-293 NH 3A CSX MERR R | New Hampshire