FHWA NBI 2024 Inspection record Public-domain dataset

SE 29TH ST(1090)

Carrying SE 29TH ST(1090) over CRUTCHO CREEK

.3E SOONER RD., Oklahoma, Oklahoma

Data updated May 2026

FHWA NBI record, refreshed with each annual release.

Poor
11 t Inventory load rating

Bridge Snapshot: SE 29TH ST(1090)

The SE 29TH ST(1090) bridge in Oklahoma, Oklahoma carries SE 29TH ST(1090) over CRUTCHO CREEK. It was built in 1942, making it 84 years old today. The structure is built primarily of concrete and spans 3 sections, stretching 34.1 meters (112 feet) end to end. Daily traffic averages 20,500 vehicles, placing it in the heavily-trafficked 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 4/9, substructure at 4/9. The weakest component sits in poor condition. A component scored 4 or below, placing this bridge in the federal Poor condition category rather than declaring it unsafe or closed. Its NBI inventory load rating is 11.2 metric tons.

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

How SE 29TH ST(1090) compares

▼ 21.2
Load rating vs Oklahoma average (32.4 t)
Bottom 3%
Lower load rating than 97% of Oklahoma bridges
1,216
Bridges in Oklahoma · 68 in Poor condition
SE 29TH ST(1090) 11.2 t
Oklahoma average 32.4 t

Live comparison across Oklahoma.

Historical Sufficiency Rating

PlainBridge-computed
9.0 / 100 - historical under-20 band
Structural adequacy /55
0.0
Serviceability /30
9.0
Essentiality /15
0.0
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 How the historical reference is calculated.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
5/9
Fair (5–6)
Superstructure
4/9
Poor (1–4)
Substructure
4/9
Poor (1–4)
Inventory Load Rating
11.2 t
NBI inventory level (metric tons)
Overall Condition
Poor

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

Structural Details

Year Built
1942
Material
Concrete
Number of Spans
3
Structure Length
34.1 m (112 ft)
Deck Width
18.1 m (59 ft)
Owner
City/Municipal Highway Agency
Avg Daily Traffic
20,500 vehicles/day
Structure Number
100010000000000

Condition Analysis

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

How to read this record

SE 29TH ST(1090) 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 SE 29TH ST(1090) against other structures in Oklahoma 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 SE 29TH ST(1090)?

SE 29TH ST(1090) in Oklahoma, Oklahoma has a deck rating of 5/9, superstructure rating of 4/9, and substructure rating of 4/9 on the FHWA's 0–9 scale.

How often is SE 29TH ST(1090) inspected?

SE 29TH ST(1090)'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 20,500 vehicles per day.

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

FHWA retired that reported status beginning with the 2018 archive. SE 29TH ST(1090) 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 SE 29TH ST(1090)?

SE 29TH ST(1090) has an NBI inventory load rating of 11.2 metric tons.

Who is responsible for maintaining SE 29TH ST(1090)?

SE 29TH ST(1090) is owned and maintained by City/Municipal Highway Agency.

How old is SE 29TH ST(1090) and does age affect safety?

SE 29TH ST(1090) was built in 1942, making it 84 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.