FHWA NBI 2024 Inspection record Public-domain dataset

SR91 N/S TPK 88.03

Carrying SR91 N/S TPK 88.03 over BOYNTON CANAL

0.7 MI NORTH OF SR-804, Palm Beach, Florida

Data updated May 2026

FHWA NBI record, refreshed with each annual release.

Good
50 t Inventory load rating

Bridge Snapshot: SR91 N/S TPK 88.03

The SR91 N/S TPK 88.03 bridge in Palm Beach, Florida carries SR91 N/S TPK 88.03 over BOYNTON CANAL. It was built in 2006, making it 20 years old today. The structure is built primarily of prestressed concrete and spans 1 section, stretching 26.5 meters (87 feet) end to end. Daily traffic averages 82,800 vehicles, placing it in the heavily-trafficked tier of Florida bridges. It is owned and maintained by State Toll Authority.

The latest FHWA inspection records show a deck rating of 7/9, superstructure at 8/9, substructure at 8/9. The weakest component sits in good condition. All reported major components score above the Poor range. Its NBI inventory load rating is 50.0 metric tons.

Sourced from the FHWA National Bridge Inventory. See our methodology for refresh cadence and NBI release vintage.

How SR91 N/S TPK 88.03 compares

▲ 11.1
Load rating vs Florida average (38.9 t)
Top 16%
Higher load rating than 84% of Florida bridges
610
Bridges in Palm Beach · 2 in Poor condition
SR91 N/S TPK 88.03 50.0 t
Florida average 38.9 t

Live comparison across Florida.

Historical Sufficiency Rating

PlainBridge-computed
100.0 / 100 - historical 80–100 band
Structural adequacy /55
55.0
Serviceability /30
30.0
Essentiality /15
15.0
Special reductions
0

FHWA discontinued this calculated item; it does not determine current condition, funding eligibility, posting, or closure. How the historical reference is calculated.

Condition Ratings

Deck
7/9
Good (7–9)
Superstructure
8/9
Good (7–9)
Substructure
8/9
Good (7–9)
Inventory Load Rating
50.0 t
NBI inventory level (metric tons)
Overall Condition
Good

Full 0–9 scale + sufficiency-rating breakdown: how condition ratings work.

Structural Details

Year Built
2006
Material
Prestressed Concrete
Number of Spans
1
Structure Length
26.5 m (87 ft)
Deck Width
45.4 m (149 ft)
Owner
State Toll Authority
Avg Daily Traffic
82,800 vehicles/day
Structure Number
931010

Condition Analysis

  • The deck (driving surface) is in good condition (7/9), showing no significant deterioration.
  • The superstructure (beams and supports above the deck) rates good at 8/9, with no significant deterioration on file.
  • The substructure (piers and abutments) is in good condition (8/9), showing no significant deterioration.

How to read this record

This page shows what the last federal inspection recorded, not whether SR91 N/S TPK 88.03 is safe to cross today. Here is how to use it.

  • NBI condition ratings reflect the latest record in this annual dataset, not a live status. Current routine inspection intervals are risk-based.
  • Learn how the 0–9 condition scale and Good/Fair/Poor categories are defined. How condition ratings work
  • Compare SR91 N/S TPK 88.03 against other structures in Palm Beach and across Florida. Florida bridges
  • Noticed visible damage or a safety concern? Report it to the agency that owns the bridge, or call 911 in an emergency. How to report a bridge

Condition codes come straight from the FHWA National Bridge Inventory and are not a real-time safety judgment. Only the owning agency, a state DOT, county, or other owner, can post, restrict, or close a bridge.

Frequently Asked Questions

What do the condition ratings mean for SR91 N/S TPK 88.03?

SR91 N/S TPK 88.03 in Palm Beach, Florida has a deck rating of 7/9, superstructure rating of 8/9, and substructure rating of 8/9 on the FHWA's 0–9 scale.

How often is SR91 N/S TPK 88.03 inspected?

SR91 N/S TPK 88.03's responsible agency sets its routine interval under FHWA's risk-based inspection rules; this page does not expose the scheduled interval. It carries about 82,800 vehicles per day.

What does “structurally deficient” mean in older bridge reports?

FHWA retired that reported status beginning with the 2018 archive. SR91 N/S TPK 88.03 is currently shown as Good condition from its component ratings; that category is not a live closure or safety decision.

What is the inventory load rating for SR91 N/S TPK 88.03?

SR91 N/S TPK 88.03 has an NBI inventory load rating of 50.0 metric tons.

Who is responsible for maintaining SR91 N/S TPK 88.03?

SR91 N/S TPK 88.03 is owned and maintained by State Toll Authority.

How old is SR91 N/S TPK 88.03 and does age affect safety?

SR91 N/S TPK 88.03 was built in 2006, making it 20 years old.

Disclaimer: Bridge condition data is from the FHWA NBI and reflects the last reported inspection. A Poor condition rating is not a live declaration that a bridge is closed or unsafe for travel. For current closure, posting, or safety information, contact the responsible transportation agency.

Data sourced from the Federal Highway Administration National Bridge Inventory. See our methodology for details. Retrieved and formatted by PlainBridges

Every figure on PlainBridge is rendered directly from federal source data, no number is typed in by an editor. This page draws directly on federal source data, no figure is typed in by an editor. See our editorial standards & corrections policy, the methodology behind these numbers, or report a data error.