FHWA NBI 2024 Inspection record Public-domain dataset

COURT ST./ E1815

Carrying COURT ST./ E1815 over SANDY CREEK

0.6 MI.E.OF JCT. US69, Atoka, Oklahoma

Data updated May 2026

FHWA NBI record, refreshed with each annual release.

Fair
27 t Inventory load rating

Bridge Snapshot: COURT ST./ E1815

The COURT ST./ E1815 bridge in Atoka, Oklahoma carries COURT ST./ E1815 over SANDY CREEK. It was built in 1931, making it 95 years old today. The structure is built primarily of steel and spans 1 section, stretching 18.6 meters (61 feet) end to end. Daily traffic averages 550 vehicles, placing it in the lower-traffic tier of Oklahoma bridges. It is owned and maintained by City/Municipal Highway Agency.

The latest FHWA inspection records show a deck rating of 5/9, superstructure at 5/9, substructure at 7/9. The weakest component sits in fair condition. All reported major components score above the Poor range. Its NBI inventory load rating is 27.4 metric tons.

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

How COURT ST./ E1815 compares

▼ 5.0
Load rating vs Oklahoma average (32.4 t)
Bottom 39%
Lower load rating than 61% of Oklahoma bridges
232
Bridges in Atoka · 8 in Poor condition
COURT ST./ E1815 27.4 t
Oklahoma average 32.4 t

Live comparison across Oklahoma.

Historical Sufficiency Rating

PlainBridge-computed
67.3 / 100 - historical 50–79.9 band
Structural adequacy /55
41.4
Serviceability /30
11.0
Essentiality /15
14.9
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 How the historical reference is calculated.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
5/9
Fair (5–6)
Superstructure
5/9
Fair (5–6)
Substructure
7/9
Good (7–9)
Inventory Load Rating
27.4 t
NBI inventory level (metric tons)
Overall Condition
Fair

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

Structural Details

Year Built
1931
Material
Steel
Number of Spans
1
Structure Length
18.6 m (61 ft)
Deck Width
7.6 m (25 ft)
Owner
City/Municipal Highway Agency
Avg Daily Traffic
550 vehicles/day
Structure Number
033810000000000

Condition Analysis

  • The deck (driving surface) is in fair condition (5/9), with minor deterioration that may require routine maintenance.
  • At 5/9, the superstructure (beams and supports above the deck) shows fair condition, with minor wear flagged for upkeep.
  • 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 COURT ST./ E1815 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 COURT ST./ E1815 against other structures in Atoka 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 COURT ST./ E1815?

COURT ST./ E1815 in Atoka, Oklahoma has a deck rating of 5/9, superstructure rating of 5/9, and substructure rating of 7/9 on the FHWA's 0–9 scale.

How often is COURT ST./ E1815 inspected?

COURT ST./ E1815'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 550 vehicles per day.

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

FHWA retired that reported status beginning with the 2018 archive. COURT ST./ E1815 is currently shown as Fair condition from its component ratings; that category is not a live closure or safety decision.

What is the inventory load rating for COURT ST./ E1815?

COURT ST./ E1815 has an NBI inventory load rating of 27.4 metric tons.

Who is responsible for maintaining COURT ST./ E1815?

COURT ST./ E1815 is owned and maintained by City/Municipal Highway Agency.

How old is COURT ST./ E1815 and does age affect safety?

COURT ST./ E1815 was built in 1931, making it 95 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.