FHWA NBI 2024 Inspection record Public-domain dataset

SR 3018,WALNUT ST

Carrying SR 3018,WALNUT ST over OVER NS RR / SHENANGO R.

SHARPSVILLE BOROUGH, Mercer, Pennsylvania

Data updated May 2026

FHWA NBI record, refreshed with each annual release.

Fair
15 t Inventory load rating

Bridge Snapshot: SR 3018,WALNUT ST

The SR 3018,WALNUT ST bridge in Mercer, Pennsylvania carries SR 3018,WALNUT ST over OVER NS RR / SHENANGO R.. It was built in 1986, making it 40 years old today. It was last reconstructed in 1996, extending its service life. The structure is built primarily of prestressed concrete continuous and spans 4 sections, stretching 135.6 meters (445 feet) end to end. Daily traffic averages 5,858 vehicles, placing it in the moderately-trafficked tier of Pennsylvania bridges. It is owned and maintained by State Highway Agency.

The latest FHWA inspection records show a deck rating of 7/9, superstructure at 7/9, substructure at 6/9. 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 14.5 metric tons.

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

How SR 3018,WALNUT ST compares

▼ 24.8
Load rating vs Pennsylvania average (39.3 t)
Bottom 4%
Lower load rating than 96% of Pennsylvania bridges
273
Bridges in Mercer · 37 in Poor condition
SR 3018,WALNUT ST 14.5 t
Pennsylvania average 39.3 t

Live comparison across Pennsylvania.

Historical Sufficiency Rating

PlainBridge-computed
56.9 / 100 - historical 50–79.9 band
Structural adequacy /55
30.4
Serviceability /30
20.0
Essentiality /15
7.6
Special reductions
−1.0

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 How the historical reference is calculated.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
7/9
Good (7–9)
Substructure
6/9
Fair (5–6)
Inventory Load Rating
14.5 t
NBI inventory level (metric tons)
Overall Condition
Fair

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

Structural Details

Year Built
1986
Last Reconstructed
1996
Material
Prestressed Concrete Continuous
Number of Spans
4
Structure Length
135.6 m (445 ft)
Deck Width
12.6 m (41 ft)
Owner
State Highway Agency
Avg Daily Traffic
5,858 vehicles/day
Structure Number
000000000026003

Condition Analysis

  • The deck (driving surface) is in good condition (7/9), showing no significant deterioration.
  • The superstructure (beams and supports above the deck) is in good condition (7/9), showing no significant deterioration.
  • At 6/9, 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 SR 3018,WALNUT 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 SR 3018,WALNUT ST against other structures in Mercer 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 SR 3018,WALNUT ST?

SR 3018,WALNUT ST in Mercer, Pennsylvania has a deck rating of 7/9, superstructure rating of 7/9, and substructure rating of 6/9 on the FHWA's 0–9 scale.

How often is SR 3018,WALNUT ST inspected?

SR 3018,WALNUT ST'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 5,858 vehicles per day.

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

FHWA retired that reported status beginning with the 2018 archive. SR 3018,WALNUT ST 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 SR 3018,WALNUT ST?

SR 3018,WALNUT ST has an NBI inventory load rating of 14.5 metric tons.

Who is responsible for maintaining SR 3018,WALNUT ST?

SR 3018,WALNUT ST is owned and maintained by State Highway Agency.

How old is SR 3018,WALNUT ST and does age affect safety?

SR 3018,WALNUT ST was built in 1986, making it 40 years old and last reconstructed in 1996.

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.