FHWA NBI 2024 Inspection record Public-domain dataset

TR 02 FAS 155

Carrying TR 02 FAS 155 over OTTER CREEK

0.7 MI W JCT. U.S.7, Rutland, Vermont

Data updated May 2026

FHWA NBI record, refreshed with each annual release.

Fair
18 t Inventory load rating

Bridge Snapshot: TR 02 FAS 155

The TR 02 FAS 155 bridge in Rutland, Vermont carries TR 02 FAS 155 over OTTER CREEK. It was built in 1960, making it 66 years old today. The structure is built primarily of steel and spans 4 sections, stretching 84.1 meters (276 feet) end to end. Daily traffic averages 1,300 vehicles, placing it in the moderately-trafficked tier of Vermont bridges. It is owned and maintained by Town/Township Highway Agency.

The latest FHWA inspection records show a deck rating of 6/9, superstructure at 6/9, substructure at 5/9. The weakest component sits in fair condition. No reported major component scores in the Poor range under the current federal condition thresholds. Its NBI inventory load rating is 18.1 metric tons.

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

How TR 02 FAS 155 compares

▼ 18.6
Load rating vs Vermont average (36.7 t)
Bottom 13%
Lower load rating than 87% of Vermont bridges
275
Bridges in Rutland · 7 in Poor condition
TR 02 FAS 155 18.1 t
Vermont average 36.7 t

Live comparison across Vermont.

Historical Sufficiency Rating

PlainBridge-computed
50.1 / 100 - historical 50–79.9 band
Structural adequacy /55
27.4
Serviceability /30
12.0
Essentiality /15
13.7
Special reductions
−3.0

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 How the historical reference is calculated.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
6/9
Fair (5–6)
Superstructure
6/9
Fair (5–6)
Substructure
5/9
Fair (5–6)
Inventory Load Rating
18.1 t
NBI inventory level (metric tons)
Overall Condition
Fair

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

Structural Details

Year Built
1960
Material
Steel
Number of Spans
4
Structure Length
84.1 m (276 ft)
Deck Width
9.4 m (31 ft)
Owner
Town/Township Highway Agency
Avg Daily Traffic
1,300 vehicles/day
Structure Number
200155001211162

Condition Analysis

  • The deck (driving surface) is in fair condition (6/9), with minor deterioration that may require routine maintenance.
  • The superstructure (beams and supports above the deck) is in fair condition (6/9), with minor deterioration that may require routine maintenance.
  • At 5/9, the substructure (piers and abutments) shows fair condition, with minor wear flagged for upkeep.

How to read this record

This page shows what the last federal inspection recorded, not whether TR 02 FAS 155 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 TR 02 FAS 155 against other structures in Rutland and across Vermont. Vermont 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 TR 02 FAS 155?

TR 02 FAS 155 in Rutland, Vermont has a deck rating of 6/9, superstructure rating of 6/9, and substructure rating of 5/9 on the FHWA's 0–9 scale.

How often is TR 02 FAS 155 inspected?

TR 02 FAS 155'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 1,300 vehicles per day.

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

FHWA retired that reported status beginning with the 2018 archive. TR 02 FAS 155 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 TR 02 FAS 155?

TR 02 FAS 155 has an NBI inventory load rating of 18.1 metric tons.

Who is responsible for maintaining TR 02 FAS 155?

TR 02 FAS 155 is owned and maintained by Town/Township Highway Agency.

How old is TR 02 FAS 155 and does age affect safety?

TR 02 FAS 155 was built in 1960, making it 66 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.