FHWA NBI 2024 Inspection record Public-domain dataset

9TH ST. (E0720)

Carrying 9TH ST. (E0720) over BIG CREEK

9TH ST\AGRA RD .9E, Payne, Oklahoma

Data updated May 2026

FHWA NBI record, refreshed with each annual release.

Poor
46 t Inventory load rating

Bridge Snapshot: 9TH ST. (E0720)

The 9TH ST. (E0720) bridge in Payne, Oklahoma carries 9TH ST. (E0720) over BIG CREEK. It was built in 1920, making it 106 years old today. It was last reconstructed in 1999, extending its service life. The structure is built primarily of steel and spans 1 section, stretching 17.4 meters (57 feet) end to end. Daily traffic averages 100 vehicles, placing it in the lower-traffic tier of Oklahoma bridges. It is owned and maintained by County Highway Agency.

The latest FHWA inspection records show a deck rating of 6/9, superstructure at 5/9, substructure at 4/9. The weakest component sits in poor condition. At least one major component here scores 4 or below, which produces a Poor condition classification under FHWA's current reporting rules. Its NBI inventory load rating is 46.3 metric tons.

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

How 9TH ST. (E0720) compares

▲ 13.9
Load rating vs Oklahoma average (32.4 t)
Top 12%
Higher load rating than 88% of Oklahoma bridges
384
Bridges in Payne · 40 in Poor condition
9TH ST. (E0720) 46.3 t
Oklahoma average 32.4 t

Live comparison across Oklahoma.

Historical Sufficiency Rating

PlainBridge-computed
69.9 / 100 - historical 50–79.9 band
Structural adequacy /55
30.0
Serviceability /30
28.0
Essentiality /15
14.9
Special reductions
−3.0

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 How the historical reference is calculated.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
6/9
Fair (5–6)
Superstructure
5/9
Fair (5–6)
Substructure
4/9
Poor (1–4)
Inventory Load Rating
46.3 t
NBI inventory level (metric tons)
Overall Condition
Poor

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

Structural Details

Year Built
1920
Last Reconstructed
1999
Material
Steel
Number of Spans
1
Structure Length
17.4 m (57 ft)
Deck Width
8.1 m (27 ft)
Owner
County Highway Agency
Avg Daily Traffic
100 vehicles/day
Structure Number
010830000000000

Condition Analysis

  • The deck (driving surface) is in fair condition (6/9), with minor deterioration that may require routine maintenance.
  • The superstructure (beams and supports above the deck) is in fair condition (5/9), with minor deterioration that may require routine maintenance.
  • The substructure (piers and abutments) rates poor at 4/9, advanced deterioration that should be prioritized for repair.

How to read this record

9TH ST. (E0720) is in the federal Poor condition category. That is a component-based result, not a closure order.

  • NBI condition ratings reflect the latest record in this annual dataset, not a live status. Current routine inspection intervals are risk-based.
  • Understand what Poor condition does and does not mean before drawing conclusions. Poor condition explained
  • Compare 9TH ST. (E0720) against other structures in Payne and across Oklahoma. Oklahoma 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 9TH ST. (E0720)?

9TH ST. (E0720) in Payne, Oklahoma has a deck rating of 6/9, superstructure rating of 5/9, and substructure rating of 4/9 on the FHWA's 0–9 scale.

How often is 9TH ST. (E0720) inspected?

9TH ST. (E0720)'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 100 vehicles per day.

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

FHWA retired that reported status beginning with the 2018 archive. 9TH ST. (E0720) is currently shown as Poor condition from its component ratings; that category is not a live closure or safety decision.

What is the inventory load rating for 9TH ST. (E0720)?

9TH ST. (E0720) has an NBI inventory load rating of 46.3 metric tons.

Who is responsible for maintaining 9TH ST. (E0720)?

9TH ST. (E0720) is owned and maintained by County Highway Agency.

How old is 9TH ST. (E0720) and does age affect safety?

9TH ST. (E0720) was built in 1920, making it 106 years old and last reconstructed in 1999.

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.