FHWA NBI 2024 Inspection record Public-domain dataset

HERNLEY ROAD T-855

Carrying HERNLEY ROAD T-855 over CHIQUES CREEK

250 FT. WEST OF T-589, Lancaster, Pennsylvania

Data updated May 2026

FHWA NBI record, refreshed with each annual release.

Poor
22 t Inventory load rating

Bridge Snapshot: HERNLEY ROAD T-855

The HERNLEY ROAD T-855 bridge in Lancaster, Pennsylvania carries HERNLEY ROAD T-855 over CHIQUES CREEK. It was built in 1920, making it 106 years old today. It was last reconstructed in 1998, extending its service life. The structure is built primarily of steel and spans 1 section, stretching 13.1 meters (43 feet) end to end. Daily traffic averages 410 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 4/9, substructure at 4/9. The weakest component sits in poor condition. At least one major component here scores 4 or below, which produces a Poor condition classification under FHWA's current reporting rules. Its NBI inventory load rating is 21.8 metric tons.

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

How HERNLEY ROAD T-855 compares

▼ 17.5
Load rating vs Pennsylvania average (39.3 t)
Bottom 8%
Lower load rating than 92% of Pennsylvania bridges
509
Bridges in Lancaster · 45 in Poor condition
HERNLEY ROAD T-855 21.8 t
Pennsylvania average 39.3 t

Live comparison across Pennsylvania.

Historical Sufficiency Rating

PlainBridge-computed
42.6 / 100 - historical 20–49.9 band
Structural adequacy /55
18.8
Serviceability /30
9.0
Essentiality /15
14.8
Special reductions
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 How the historical reference is calculated.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
7/9
Good (7–9)
Superstructure
4/9
Poor (1–4)
Substructure
4/9
Poor (1–4)
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.

Structural Details

Year Built
1920
Last Reconstructed
1998
Material
Steel
Number of Spans
1
Structure Length
13.1 m (43 ft)
Deck Width
6.4 m (21 ft)
Owner
Town/Township Highway Agency
Avg Daily Traffic
410 vehicles/day
Structure Number
000000000022054

Condition Analysis

  • The deck (driving surface) is in good condition (7/9), showing no significant deterioration.
  • At 4/9, the superstructure (beams and supports above the deck) is in poor shape, with advanced wear flagged for priority repair.
  • The substructure (piers and abutments) is in poor condition (4/9), showing advanced deterioration that may require priority repair.

How to read this record

HERNLEY ROAD T-855 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 HERNLEY ROAD T-855 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 HERNLEY ROAD T-855?

HERNLEY ROAD T-855 in Lancaster, Pennsylvania has a deck rating of 7/9, superstructure rating of 4/9, and substructure rating of 4/9 on the FHWA's 0–9 scale.

How often is HERNLEY ROAD T-855 inspected?

HERNLEY ROAD T-855'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 410 vehicles per day.

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

FHWA retired that reported status beginning with the 2018 archive. HERNLEY ROAD T-855 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 HERNLEY ROAD T-855?

HERNLEY ROAD T-855 has an NBI inventory load rating of 21.8 metric tons.

Who is responsible for maintaining HERNLEY ROAD T-855?

HERNLEY ROAD T-855 is owned and maintained by Town/Township Highway Agency.

How old is HERNLEY ROAD T-855 and does age affect safety?

HERNLEY ROAD T-855 was built in 1920, making it 106 years old and last reconstructed in 1998.

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.