STATE ROUTE 92

over SAN FRANCISCO BAY

04-SM-092-R14.44-FSTC, San Mateo County, California

Condition

Poor

Year Built

1967

Daily Traffic

120,000

Length

3,607 ft

About This Bridge

STATE ROUTE 92 carries traffic over SAN FRANCISCO BAY in San Mateo County, California. Built in 1967, this structure is 59 years old, placing it among the older bridges still in active service. The bridge features steel construction with a orthotropic design, a combination chosen by engineers to meet the specific requirements of this crossing.

Approximately 120,000 vehicles cross this bridge daily, making it a high-traffic corridor critical to regional transportation. Bridges carrying this volume require enhanced inspection schedules and proactive maintenance programs. Commercial trucks account for 7% 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 3,607 feet, this is a major span requiring specialized engineering expertise for inspection and maintenance. Longer bridges present unique challenges including thermal expansion, wind loads, and more complex structural analysis.

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.

7

Deck Condition

Good

7

Superstructure

Good

4

Substructure

Poor

8

Channel & Protection

Very 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 substructure rating of 4 reflects significant wear in piers, abutments, or foundations.

For a structure built in 1967, 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 28 miles, underscoring the importance of maintaining this crossing.

Bridge Details

Steel is the primary structural material, which influences maintenance requirements and expected lifespan. The orthotropic 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 Built1967
Year Reconstructed2002
MaterialSteel
Design TypeOrthotropic
OwnerState Highway Agency

Dimensions

Total Length3,607 ft (1099.4 m)
Max Span75 ft (22.9 m)
Deck Width9 ft
Deck Area284,739 sq ft

Span dimensions affect structural design choices and load distribution. The deck area of 284,739 sq ft determines surface maintenance scope.

Classification

Route TypeState Highway
Route Number92
Lanes On Bridge6
Lanes Under Bridge

Status

Toll BridgeYes
Historical SignificanceEligible for NRHP
Scour CriticalNo
Detour Length28 mi (45 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.

120,000

Avg Daily Traffic (2019)

Vehicles per day crossing this bridge

7%

Truck Traffic

Commercial vehicle percentage

138,335

Projected Future ADT

Estimated future demand

This bridge carries approximately 120,000 vehicles per day, translating to roughly 43,800,000 crossings annually. This high volume places significant demands on the structure and necessitates frequent inspections.

Commercial trucks comprise 7% 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 138,335 vehicles daily, a 15% 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

2.8 tons

Maximum allowable load for special permits

Inventory Rating

1.9 tons

Load level for normal traffic

The operating rating of 2.8 tons represents the absolute maximum load this bridge can carry under controlled conditions with special permits. The inventory rating of 1.9 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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38.255278, -123.484722

Identification

Structure Number35 0054
NBI IDCA-35 0054
State FIPS06
County FIPS081

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.

STATE ROUTE 92 over SAN FRANCISCO BAY, California — Bridge Condition | BridgeReport.org | BridgeReport.org