FHWA NBI 2024 Inspection record Public-domain dataset

SR91 NB TPK 2.514

Carrying SR91 NB TPK 2.514 over SNAKE CREEK CANAL C-9

0.3 MILES N OF NW 199TH, Miami-Dade, Florida

Data updated May 2026

FHWA NBI record, refreshed with each annual release.

Good
38 t Inventory load rating

Bridge Snapshot: SR91 NB TPK 2.514

The SR91 NB TPK 2.514 bridge in Miami-Dade, Florida carries SR91 NB TPK 2.514 over SNAKE CREEK CANAL C-9. It was built in 1988, making it 38 years old today. The structure is built primarily of prestressed concrete and spans 3 sections, stretching 55.2 meters (181 feet) end to end. Daily traffic averages 52,450 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. No reported major component scores in the Poor range under the current federal condition thresholds. Its NBI inventory load rating is 38.2 metric tons.

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

How SR91 NB TPK 2.514 compares

▼ 0.7
Load rating vs Florida average (38.9 t)
Top 44%
Higher load rating than 56% of Florida bridges
1,058
Bridges in Miami-Dade · 48 in Poor condition
SR91 NB TPK 2.514 38.2 t
Florida average 38.9 t

Live comparison across Florida.

Historical Sufficiency Rating

PlainBridge-computed
95.1 / 100 - historical 80–100 band
Structural adequacy /55
55.0
Serviceability /30
30.0
Essentiality /15
10.1
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 How the historical reference is calculated.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
38.2 t
NBI inventory level (metric tons)
Overall Condition
Good

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

Structural Details

Year Built
1988
Material
Prestressed Concrete
Number of Spans
3
Structure Length
55.2 m (181 ft)
Deck Width
18.0 m (59 ft)
Owner
State Toll Authority
Avg Daily Traffic
52,450 vehicles/day
Structure Number
870698

Condition Analysis

  • At 7/9, the deck (driving surface) is in good shape and shows no significant wear.
  • 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 NB TPK 2.514 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 NB TPK 2.514 against other structures in Miami-Dade 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 NB TPK 2.514?

SR91 NB TPK 2.514 in Miami-Dade, 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 NB TPK 2.514 inspected?

SR91 NB TPK 2.514'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 52,450 vehicles per day.

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

FHWA retired that reported status beginning with the 2018 archive. SR91 NB TPK 2.514 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 NB TPK 2.514?

SR91 NB TPK 2.514 has an NBI inventory load rating of 38.2 metric tons.

Who is responsible for maintaining SR91 NB TPK 2.514?

SR91 NB TPK 2.514 is owned and maintained by State Toll Authority.

How old is SR91 NB TPK 2.514 and does age affect safety?

SR91 NB TPK 2.514 was built in 1988, making it 38 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.