FHWA NBI 2024 Inspection record Public-domain dataset

BANNOCK ST

Carrying BANNOCK ST over MISSISSIPPI AVENUE

BANNOCK AT MISSISSIPPI AV, Denver, Colorado

Inventory: FHWA NBI 2024 · last ETL August 2026

FHWA NBI record, refreshed with each annual release.

Good
33 t Inventory load rating Higher than 55% of rated Colorado bridges

BANNOCK ST in Denver, Colorado sits above 55% of rated Colorado bridges on inventory load rating (33 t), while its 1984 build year is earlier than 70% of Denver's recorded-year cohort (458 bridges).

BANNOCK ST in Denver, Colorado is rated Good in the FHWA's 2024 National Bridge Inventory. Built in 1984, it carries 3 rated components on the inspecting agency's 0-9 scale, and its weakest reported component scores 7. The lowest applicable rating sets the federal condition category, so this Good result describes the weakest reported component rather than the structure as a whole. No NBI category is a closure decision or a live crossing-safety verdict.

NBI record plate

Structure CO:D-04-BOST-100

LATE-CENTURY · PRESTRESS · MULTI-SPAN · TIED-CTRL · ADT-UNK · STANDARD-LOAD · CAT-GOOD

  • LATE-CENTURY 1980–1999
  • PRESTRESS Prestressed concrete
  • MULTI-SPAN 2 spans
  • TIED-CTRL Tied control
  • ADT-UNK ADT unknown
  • STANDARD-LOAD Standard load
  • CAT-GOOD Good

Inspection-sheet codes from this record’s year, material family, spans, controlling component, ADT, inventory load, and NBI category, not a live closure verdict.

Bridge Snapshot: BANNOCK ST

The BANNOCK ST bridge in Denver, Colorado carries BANNOCK ST over MISSISSIPPI AVENUE. It was built in 1984, making it 42 years old today. The structure is built primarily of prestressed concrete continuous and spans 2 sections, stretching 21.4 meters (70 feet) end to end. Average daily traffic is not reported for this structure. It is owned and maintained by City/Municipal Highway Agency.

The latest FHWA inspection records show a deck rating of 7/9, superstructure at 7/9, substructure at 8/9. The weakest component sits in good condition. No reported major component scores in the Poor range under the current federal condition thresholds.

How BANNOCK ST compares

▼ 3.6
Load rating vs Colorado average (36.8 t; 8,962 of 8,965 rated)
458
Bridges in Denver · 8 in Poor condition

Age against the county: built in 1984, earlier than 320 of Denver's 458 bridges with a recorded construction year (70%), against a county median build year of 1993. Age is not a defect on its own, but it is the population from which future Poor ratings are drawn.

BANNOCK ST 33.2 t
Colorado average (8,962 of 8,965 rated) 36.8 t

Live comparison across Colorado bridges with a recorded inventory load rating (8,962 of 8,965 rated).

BANNOCK ST vs every rated Colorado bridge

Inventory load rating (metric tons), FHWA NBI, this state

33 Top 45% higher than 55% of 8,962 bridges

rated Colorado bridges, bucketed by value

Each bar is a band; taller bars hold more bridges. The dashed line + filled bar mark this entry. Hover or tap any bar for its full count and share, and where it sits relative to this entry.

Source FHWA National Bridge Inventory · August 2026

Condition Ratings

Deck
7/9
Good (7–9)
Superstructure
7/9
Good (7–9)
Substructure
8/9
Good (7–9)
Inventory Load Rating
33.2 t
NBI inventory level (metric tons)
Overall Condition
Good

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

Reported 0–9 component ratings from the FHWA NBI. The highlighted component is the lowest reported input to this record’s current condition category; it is not a closure or live crossing-safety decision.

Denver inventory by recorded NBI category

Exclusive Good/Fair/Poor bands across all 458 bridges in this county. Orthogonal to this structure's component profile above: a county catalog share, not a live crossing-safety verdict.

Structural Details

Year Built
1984
Material
Prestressed Concrete Continuous
Number of Spans
2
Structure Length
21.4 m (70 ft)
Deck Width
13.0 m (43 ft)
Owner
City/Municipal Highway Agency
Structure Number
D-04-BOST-100

Condition Analysis

  • The deck (driving surface) rates good at 7/9, with no significant deterioration on file.
  • At 7/9, the superstructure (beams and supports above the deck) is in good shape and shows no significant wear.
  • The substructure (piers and abutments) is in good condition (8/9), showing no significant deterioration.

How to read this record

This page shows what the last federal inspection recorded, not whether BANNOCK ST 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 BANNOCK ST against other structures in Denver and across Colorado. Colorado 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 BANNOCK ST?

BANNOCK ST in Denver, Colorado has a deck rating of 7/9, superstructure rating of 7/9, and substructure rating of 8/9 on the FHWA's 0–9 scale.

How often is BANNOCK ST inspected?

BANNOCK ST's responsible agency sets its routine interval under FHWA's risk-based inspection rules; this page does not expose the scheduled interval.

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

FHWA retired that reported status beginning with the 2018 archive. BANNOCK ST 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 BANNOCK ST?

BANNOCK ST has an NBI inventory load rating of 33.2 metric tons.

Who is responsible for maintaining BANNOCK ST?

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

How old is BANNOCK ST and does age affect safety?

BANNOCK ST was built in 1984, making it 42 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

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Send this source-bounded record or download its data card. An NBI condition category is not a closure or live crossing-safety verdict.

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Every figure on PlainBridges is rendered directly from federal source data, no number is typed in by an editor. Component ratings, ADT, and condition category on this page are copied from the NBI record for this structure; no figure is typed in by an editor. See our editorial standards & corrections policy, the methodology behind these numbers, or report a data error. Data current as of 2024 NBI release. NBI condition categories reflect the latest reported inventory record, not a live safety, closure, or travel decision.