FHWA NBI 2024 Inspection record Public-domain dataset

T-389 DRY WELLS RD

Carrying T-389 DRY WELLS RD over W BR OCTORARO CREEK

1 MI SW OF SR 896, Lancaster, Pennsylvania

Inventory: FHWA NBI 2024 · last ETL August 2026

FHWA NBI record, refreshed with each annual release.

Fair
33 t Inventory load rating Lower than 73% of rated Pennsylvania bridges

T-389 DRY WELLS RD in Lancaster, Pennsylvania sits above 27% of rated Pennsylvania bridges on inventory load rating (33 t), while its 1940 build year is earlier than 85% of Lancaster's recorded-year cohort (801 bridges).

T-389 DRY WELLS RD in Lancaster, Pennsylvania is rated Fair in the FHWA's 2024 National Bridge Inventory. Built in 1940, it carries 3 rated components on the inspecting agency's 0-9 scale, and its weakest reported component scores 5. The lowest applicable rating sets the federal condition category, so this Fair 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 PA:000000000021827

PRE-1950 · TIMBER · MULTI-SPAN · SUB-LED · LOCAL-ADT · STANDARD-LOAD · CAT-FAIR

  • PRE-1950 Pre-1950
  • TIMBER Wood or timber
  • MULTI-SPAN 2 spans
  • SUB-LED Substructure-led
  • LOCAL-ADT Local ADT
  • STANDARD-LOAD Standard load
  • CAT-FAIR Fair

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: T-389 DRY WELLS RD

The T-389 DRY WELLS RD bridge in Lancaster, Pennsylvania carries T-389 DRY WELLS RD over W BR OCTORARO CREEK. It was built in 1940, making it 86 years old today. It was last reconstructed in 1991, extending its service life. The structure is built primarily of wood or timber and spans 2 sections, stretching 18.3 meters (60 feet) end to end. Daily traffic averages 245 vehicles, placing it in the lower-traffic tier of Pennsylvania bridges. It is owned and maintained by Town/Township Highway Agency.

The latest FHWA inspection records show a deck rating of 7/9, superstructure at 7/9, substructure at 5/9. The weakest component sits in fair condition. All reported major components score above the Poor range.

How T-389 DRY WELLS RD compares

▼ 5.7
Load rating vs Pennsylvania average (38.4 t; 23,297 of 23,299 rated)
801
Bridges in Lancaster · 90 in Poor condition

Age against the county: built in 1940, earlier than 683 of Lancaster's 801 bridges with a recorded construction year (85%), against a county median build year of 1972. Age is not a defect on its own, but it is the population from which future Poor ratings are drawn.

T-389 DRY WELLS RD 32.7 t
Pennsylvania average (23,297 of 23,299 rated) 38.4 t

Live comparison across Pennsylvania bridges with a recorded inventory load rating (23,297 of 23,299 rated).

T-389 DRY WELLS RD vs every rated Pennsylvania bridge

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

33 Top 73% higher than 27% of 23,297 bridges

rated Pennsylvania 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
5/9
Fair (5–6)
Inventory Load Rating
32.7 t
NBI inventory level (metric tons)
Overall Condition
Fair

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.

Lancaster inventory by recorded NBI category

Exclusive Good/Fair/Poor bands across all 801 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
1940
Last Reconstructed
1991
Material
Wood or Timber
Number of Spans
2
Structure Length
18.3 m (60 ft)
Deck Width
8.0 m (26 ft)
Owner
Town/Township Highway Agency
Avg Daily Traffic
245 vehicles/day
Structure Number
000000000021827

Condition Analysis

  • At 7/9, the deck (driving surface) is in good shape and shows no significant wear.
  • 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 fair condition (5/9), with minor deterioration that may require routine maintenance.

How to read this record

This page shows what the last federal inspection recorded, not whether T-389 DRY WELLS RD 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 T-389 DRY WELLS RD against other structures in Lancaster and across Pennsylvania. Pennsylvania 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 T-389 DRY WELLS RD?

T-389 DRY WELLS RD in Lancaster, Pennsylvania has a deck rating of 7/9, superstructure rating of 7/9, and substructure rating of 5/9 on the FHWA's 0–9 scale.

How often is T-389 DRY WELLS RD inspected?

T-389 DRY WELLS RD'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 245 vehicles per day.

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

FHWA retired that reported status beginning with the 2018 archive. T-389 DRY WELLS RD 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 T-389 DRY WELLS RD?

T-389 DRY WELLS RD has an NBI inventory load rating of 32.7 metric tons.

Who is responsible for maintaining T-389 DRY WELLS RD?

T-389 DRY WELLS RD is owned and maintained by Town/Township Highway Agency.

How old is T-389 DRY WELLS RD and does age affect safety?

T-389 DRY WELLS RD was built in 1940, making it 86 years old and last reconstructed in 1991.

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.