FHWA NBI 2024 Inspection record Public-domain dataset

SR91 SB TPK 189.1

Carrying SR91 SB TPK 189.1 over Padgett Branch

1.4 MI S OF OSCEOLA CNTY, Indian River, Florida

Data updated May 2026

FHWA NBI record, refreshed with each annual release.

Good
48 t Inventory load rating

Bridge Snapshot: SR91 SB TPK 189.1

The SR91 SB TPK 189.1 bridge in Indian River, Florida carries SR91 SB TPK 189.1 over Padgett Branch. It was built in 1962, making it 64 years old today. It was last reconstructed in 1990, extending its service life. The structure is built primarily of prestressed concrete and spans 5 sections, stretching 42.7 meters (140 feet) end to end. Daily traffic averages 18,350 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 7/9, substructure at 7/9. The weakest component sits in good condition. None of this bridge's reported major components fall into the Poor condition range. Its NBI inventory load rating is 48.0 metric tons.

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

How SR91 SB TPK 189.1 compares

▲ 9.1
Load rating vs Florida average (38.9 t)
Top 19%
Higher load rating than 81% of Florida bridges
120
Bridges in Indian River · 2 in Poor condition
SR91 SB TPK 189.1 48.0 t
Florida average 38.9 t

Live comparison across Florida.

Historical Sufficiency Rating

PlainBridge-computed
93.2 / 100 - historical 80–100 band
Structural adequacy /55
55.0
Serviceability /30
25.0
Essentiality /15
13.2
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 How the historical reference is calculated.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
7/9
Good (7–9)
Substructure
7/9
Good (7–9)
Inventory Load Rating
48.0 t
NBI inventory level (metric tons)
Overall Condition
Good

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

Structural Details

Year Built
1962
Last Reconstructed
1990
Material
Prestressed Concrete
Number of Spans
5
Structure Length
42.7 m (140 ft)
Deck Width
12.1 m (40 ft)
Owner
State Toll Authority
Avg Daily Traffic
18,350 vehicles/day
Structure Number
880060

Condition Analysis

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

How to read this record

This page shows what the last federal inspection recorded, not whether SR91 SB TPK 189.1 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 SB TPK 189.1 against other structures in Indian River 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 SB TPK 189.1?

SR91 SB TPK 189.1 in Indian River, Florida has a deck rating of 7/9, superstructure rating of 7/9, and substructure rating of 7/9 on the FHWA's 0–9 scale.

How often is SR91 SB TPK 189.1 inspected?

SR91 SB TPK 189.1'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 18,350 vehicles per day.

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

FHWA retired that reported status beginning with the 2018 archive. SR91 SB TPK 189.1 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 SB TPK 189.1?

SR91 SB TPK 189.1 has an NBI inventory load rating of 48.0 metric tons.

Who is responsible for maintaining SR91 SB TPK 189.1?

SR91 SB TPK 189.1 is owned and maintained by State Toll Authority.

How old is SR91 SB TPK 189.1 and does age affect safety?

SR91 SB TPK 189.1 was built in 1962, making it 64 years old and last reconstructed in 1990.

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.