FHWA NBI 2024 Inspection record Public-domain dataset

GLASSELL STREET

Carrying GLASSELL STREET over SANTIAGO CREEK CHANNEL

0.1 MI. N/O ROUTE 22 FWY, Orange, California

Data updated May 2026

FHWA NBI record, refreshed with each annual release.

Poor
42 t Inventory load rating

Bridge Snapshot: GLASSELL STREET

The GLASSELL STREET bridge in Orange, California carries GLASSELL STREET over SANTIAGO CREEK CHANNEL. It was built in 1939, making it 87 years old today. It was last reconstructed in 1974, extending its service life. The structure is built primarily of concrete continuous and spans 3 sections, stretching 57.9 meters (190 feet) end to end. Daily traffic averages 31,600 vehicles, placing it in the heavily-trafficked tier of California bridges. It is owned and maintained by City/Municipal Highway Agency.

The latest FHWA inspection records show a deck rating of 4/9, superstructure at 7/9, substructure at 7/9. 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 41.8 metric tons.

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

How GLASSELL STREET compares

▲ 10.5
Load rating vs California average (31.3 t)
Top 11%
Higher load rating than 89% of California bridges
1,224
Bridges in Orange · 27 in Poor condition
GLASSELL STREET 41.8 t
California average 31.3 t

Live comparison across California.

Historical Sufficiency Rating

PlainBridge-computed
89.3 / 100 - historical 80–100 band
Structural adequacy /55
55.0
Serviceability /30
24.5
Essentiality /15
11.8
Special reductions
−2.0

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 How the historical reference is calculated.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
4/9
Poor (1–4)
Superstructure
7/9
Good (7–9)
Substructure
7/9
Good (7–9)
Inventory Load Rating
41.8 t
NBI inventory level (metric tons)
Overall Condition
Poor

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

Structural Details

Year Built
1939
Last Reconstructed
1974
Material
Concrete Continuous
Number of Spans
3
Structure Length
57.9 m (190 ft)
Deck Width
26.8 m (88 ft)
Owner
City/Municipal Highway Agency
Avg Daily Traffic
31,600 vehicles/day
Structure Number
55C0016

Condition Analysis

  • At 4/9, the deck (driving surface) is in poor shape, with advanced wear flagged for priority repair.
  • The superstructure (beams and supports above the deck) rates good at 7/9, with no significant deterioration on file.
  • At 7/9, the substructure (piers and abutments) is in good shape and shows no significant wear.

How to read this record

GLASSELL STREET 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 GLASSELL STREET against other structures in Orange and across California. California 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 GLASSELL STREET?

GLASSELL STREET in Orange, California has a deck rating of 4/9, superstructure rating of 7/9, and substructure rating of 7/9 on the FHWA's 0–9 scale.

How often is GLASSELL STREET inspected?

GLASSELL STREET'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 31,600 vehicles per day.

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

FHWA retired that reported status beginning with the 2018 archive. GLASSELL STREET 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 GLASSELL STREET?

GLASSELL STREET has an NBI inventory load rating of 41.8 metric tons.

Who is responsible for maintaining GLASSELL STREET?

GLASSELL STREET is owned and maintained by City/Municipal Highway Agency.

How old is GLASSELL STREET and does age affect safety?

GLASSELL STREET was built in 1939, making it 87 years old and last reconstructed in 1974.

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.