FHWA NBI 2024 Inspection record Public-domain dataset

SR 3004,SELKIRK RD

Carrying SR 3004,SELKIRK RD over OVER CALDWELL CREEK

SOUTHWEST TOWNSHIP, Warren, Pennsylvania

Data updated May 2026

FHWA NBI record, refreshed with each annual release.

Poor
31 t Inventory load rating

Bridge Snapshot: SR 3004,SELKIRK RD

The SR 3004,SELKIRK RD bridge in Warren, Pennsylvania carries SR 3004,SELKIRK RD over OVER CALDWELL CREEK. It was built in 1952, making it 74 years old today. The structure is built primarily of steel and spans 1 section, stretching 23.2 meters (76 feet) end to end. Daily traffic averages 88 vehicles, placing it in the lower-traffic tier of Pennsylvania bridges. It is owned and maintained by State Highway Agency.

The latest FHWA inspection records show a deck rating of 5/9, superstructure at 5/9, substructure at 4/9. The weakest component sits in poor condition. A component scored 4 or below, placing this bridge in the federal Poor condition category rather than declaring it unsafe or closed. Its NBI inventory load rating is 30.8 metric tons.

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

How SR 3004,SELKIRK RD compares

▼ 8.5
Load rating vs Pennsylvania average (39.3 t)
Bottom 19%
Lower load rating than 81% of Pennsylvania bridges
217
Bridges in Warren · 40 in Poor condition
SR 3004,SELKIRK RD 30.8 t
Pennsylvania average 39.3 t

Live comparison across Pennsylvania.

Historical Sufficiency Rating

PlainBridge-computed
69.2 / 100 - historical 50–79.9 band
Structural adequacy /55
29.3
Serviceability /30
26.0
Essentiality /15
14.9
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 How the historical reference is calculated.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
5/9
Fair (5–6)
Superstructure
5/9
Fair (5–6)
Substructure
4/9
Poor (1–4)
Inventory Load Rating
30.8 t
NBI inventory level (metric tons)
Overall Condition
Poor

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

Structural Details

Year Built
1952
Material
Steel
Number of Spans
1
Structure Length
23.2 m (76 ft)
Deck Width
7.3 m (24 ft)
Owner
State Highway Agency
Avg Daily Traffic
88 vehicles/day
Structure Number
000000000034152

Condition Analysis

  • The deck (driving surface) rates fair at 5/9, minor deterioration that routine maintenance should address.
  • The superstructure (beams and supports above the deck) is in fair condition (5/9), with minor deterioration that may require routine maintenance.
  • The substructure (piers and abutments) is in poor condition (4/9), showing advanced deterioration that may require priority repair.

How to read this record

SR 3004,SELKIRK RD 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 SR 3004,SELKIRK RD against other structures in Warren 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 3004,SELKIRK RD?

SR 3004,SELKIRK RD in Warren, Pennsylvania has a deck rating of 5/9, superstructure rating of 5/9, and substructure rating of 4/9 on the FHWA's 0–9 scale.

How often is SR 3004,SELKIRK RD inspected?

SR 3004,SELKIRK 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 88 vehicles per day.

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

FHWA retired that reported status beginning with the 2018 archive. SR 3004,SELKIRK RD 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 SR 3004,SELKIRK RD?

SR 3004,SELKIRK RD has an NBI inventory load rating of 30.8 metric tons.

Who is responsible for maintaining SR 3004,SELKIRK RD?

SR 3004,SELKIRK RD is owned and maintained by State Highway Agency.

How old is SR 3004,SELKIRK RD and does age affect safety?

SR 3004,SELKIRK RD was built in 1952, making it 74 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.