FHWA NBI 2024 Inspection record Public-domain dataset

COUNTY ROAD 153

Carrying COUNTY ROAD 153 over SHELDRAKE CREEK

1.1 MI EAST OF NY89, Seneca, New York

Inventory: FHWA NBI 2024 · last ETL August 2026

FHWA NBI record, refreshed with each annual release.

Poor
22 t Inventory load rating Lower than 91% of rated New York bridges

COUNTY ROAD 153 in Seneca, New York sits above 9% of rated New York bridges on inventory load rating (22 t), while its 1994 build year is earlier than 22% of Seneca's recorded-year cohort (60 bridges).

COUNTY ROAD 153 in Seneca, New York is rated Poor in the FHWA's 2024 National Bridge Inventory. Built in 1994, it carries 3 rated components on the inspecting agency's 0-9 scale, and its weakest reported component scores 4. The lowest applicable rating sets the federal condition category, so this Poor 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 NY:000000003313910

LATE-CENTURY · STEEL · SINGLE-SPAN · SUPER-LED · LOCAL-ADT · STANDARD-LOAD · CAT-POOR

  • LATE-CENTURY 1980–1999
  • STEEL Steel
  • SINGLE-SPAN Single span
  • SUPER-LED Superstructure-led
  • LOCAL-ADT Local ADT
  • STANDARD-LOAD Standard load
  • CAT-POOR Poor

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

Structural health score

A composite of the deck, superstructure, and substructure NBI condition ratings plus the inventory load rating, benchmarked against the full national bridge corpus, distinct from the Good/Fair/Poor category above.

F
Overall Score
25/100
COUNTY ROAD 153
Deck Condition F
6/9
NBI deck condition rating (0=failed, 9=excellent)
Superstructure Condition F
4/9
NBI superstructure condition rating (0=failed, 9=excellent)
Substructure Condition C-
7/9
NBI substructure condition rating (0=failed, 9=excellent)
Load Rating F
22 t
NBI inventory load rating vs the national corpus

Bridge Snapshot: COUNTY ROAD 153

The COUNTY ROAD 153 bridge in Seneca, New York carries COUNTY ROAD 153 over SHELDRAKE CREEK. It was built in 1994, making it 32 years old today. It was last reconstructed in 2018, extending its service life. The structure is built primarily of steel and spans 1 section, stretching 9.8 meters (32 feet) end to end. Daily traffic averages 319 vehicles, placing it in the lower-traffic tier of New York bridges. It is owned and maintained by County Highway Agency.

The latest FHWA inspection places the weakest component in poor condition (see the full component ratings below). At least one major component here scores 4 or below, which produces a Poor condition classification under FHWA's current reporting rules.

How COUNTY ROAD 153 compares

▼ 19.9
Load rating vs New York average (41.7 t; 17,641 of 17,642 rated)
60
Bridges in Seneca · 15 in Poor condition

Age against the county: built in 1994, earlier than 13 of Seneca's 60 bridges with a recorded construction year (22%), against a county median build year of 1958. This is one of the newer structures in its county.

COUNTY ROAD 153 21.8 t
New York average (17,641 of 17,642 rated) 41.7 t

Live comparison across New York bridges with a recorded inventory load rating (17,641 of 17,642 rated).

COUNTY ROAD 153 vs every rated New York bridge

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

22 Top 91% higher than 9% of 17,641 bridges

rated New York 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
6/9
Fair (5–6)
Superstructure
4/9
Poor (1–4)
Substructure
7/9
Good (7–9)
Inventory Load Rating
21.8 t
NBI inventory level (metric tons)
Overall Condition
Poor

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.

Seneca inventory by recorded NBI category

Exclusive Good/Fair/Poor bands across all 60 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
1994
Last Reconstructed
2018
Material
Steel
Number of Spans
1
Structure Length
9.8 m (32 ft)
Deck Width
7.6 m (25 ft)
Owner
County Highway Agency
Avg Daily Traffic
319 vehicles/day
Structure Number
000000003313910

Condition Analysis

  • • At 6/9, the deck (driving surface) shows fair condition, with minor wear flagged for upkeep.
  • • At 4/9, the superstructure (beams and supports above the deck) is in poor shape, with advanced wear on file for this vintage.
  • • The substructure (piers and abutments) rates good at 7/9, with no significant deterioration on file.

How to read this record

COUNTY ROAD 153 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 COUNTY ROAD 153 against other structures in Seneca and across New York. New York 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 COUNTY ROAD 153?

COUNTY ROAD 153 in Seneca, New York has a deck rating of 6/9, superstructure rating of 4/9, and substructure rating of 7/9 on the FHWA's 0–9 scale.

How often is COUNTY ROAD 153 inspected?

COUNTY ROAD 153'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 319 vehicles per day.

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

FHWA retired that reported status beginning with the 2018 archive. COUNTY ROAD 153 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 COUNTY ROAD 153?

COUNTY ROAD 153 has an NBI inventory load rating of 21.8 metric tons.

Who is responsible for maintaining COUNTY ROAD 153?

COUNTY ROAD 153 is owned and maintained by County Highway Agency.

How old is COUNTY ROAD 153 and does age affect safety?

COUNTY ROAD 153 was built in 1994, making it 32 years old and last reconstructed in 2018.

Data sourced from the Federal Highway Administration National Bridge Inventory. See our methodology for details.

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.

Share this inspection record

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.