MA ROUTE 28

over CAPE COD CANAL

JUNCT MA RTES 25 28 & 6, Barnstable County, Massachusetts

Condition

Poor

Year Built

1935

Daily Traffic

44,240

Length

238 ft

About This Bridge

MA ROUTE 28 carries traffic over CAPE COD CANAL in Barnstable County, Massachusetts. Built in 1935, this structure is 91 years old, making it a historic structure that has served the community for generations. The bridge features steel construction with a arch - thru design, a combination chosen by engineers to meet the specific requirements of this crossing.

Approximately 44,240 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 20% of all crossings. This heavy commercial usage significantly impacts structural wear, as a single fully-loaded truck can cause as much deck wear as thousands of passenger vehicles. Transportation planners factor this into maintenance scheduling and budget allocation.

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 238 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.

5

Deck Condition

Fair

4

Superstructure

Poor

7

Substructure

Good

6

Channel & Protection

Satisfactory

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 superstructure rating of 4 shows advanced deterioration in beams or girders.

For a structure built in 1935, 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. If this bridge were closed, traffic would face a detour of approximately 10 miles, underscoring the importance of maintaining this crossing.

Bridge Details

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

Construction

Year Built1935
Year Reconstructed1981
MaterialSteel
Design TypeArch - Thru
OwnerCorps of Engineers

Dimensions

Total Length238 ft (72.7 m)
Max Span62 ft (18.8 m)
Deck Width5 ft
Deck Area10,754 sq ft

Span dimensions affect structural design choices and load distribution. The deck area of 10,754 sq ft determines surface maintenance scope.

Classification

Route TypeState Highway
Route Number28
Lanes On Bridge4
Lanes Under Bridge

Status

Toll BridgeNo
Historical SignificanceNot determined
Scour Critical7
Detour Length10 mi (16 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.

44,240

Avg Daily Traffic (2019)

Vehicles per day crossing this bridge

20%

Truck Traffic

Commercial vehicle percentage

79,000

Projected Future ADT

Estimated future demand

This bridge carries approximately 44,240 vehicles per day, translating to roughly 16,147,600 crossings annually. This moderate traffic level is typical for regional connectors.

Commercial trucks comprise 20% 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. This high percentage of truck traffic may accelerate deterioration of deck surfaces and structural components.

Traffic projections estimate future volumes of 79,000 vehicles daily, a 79% 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

2.7 tons

Maximum allowable load for special permits

Inventory Rating

2.0 tons

Load level for normal traffic

The operating rating of 2.7 tons represents the absolute maximum load this bridge can carry under controlled conditions with special permits. The inventory rating of 2.0 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

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42.721667, -71.563889

Identification

Structure NumberCEPNEDMA2510001
NBI IDMA-CEPNEDMA2510001
State FIPS25
County FIPS001

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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.

MA ROUTE 28 over CAPE COD CANAL | Massachusetts