FHWA NBI 2024 Inspection record Public-domain dataset

MR 0315 TR 315

Carrying MR 0315 TR 315 over READING BLUEMT& NORTHERN

LAFLIN BORO JCT SR 2017, Luzerne, Pennsylvania

Data updated May 2026

FHWA NBI record, refreshed with each annual release.

Poor
48 t Inventory load rating

Bridge Snapshot: MR 0315 TR 315

The MR 0315 TR 315 bridge in Luzerne, Pennsylvania carries MR 0315 TR 315 over READING BLUEMT& NORTHERN. It was built in 1984, making it 42 years old today. The structure is built primarily of steel continuous and spans 3 sections, stretching 73.8 meters (242 feet) end to end. Daily traffic averages 14,417 vehicles, placing it in the heavily-trafficked tier of Pennsylvania bridges. It is owned and maintained by State Highway Agency.

The latest FHWA inspection records show a deck rating of 4/9, superstructure at 6/9, 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 48.1 metric tons.

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

How MR 0315 TR 315 compares

▲ 8.8
Load rating vs Pennsylvania average (39.3 t)
Top 19%
Higher load rating than 81% of Pennsylvania bridges
307
Bridges in Luzerne · 54 in Poor condition
MR 0315 TR 315 48.1 t
Pennsylvania average 39.3 t

Live comparison across Pennsylvania.

Historical Sufficiency Rating

PlainBridge-computed
56.0 / 100 - historical 50–79.9 band
Structural adequacy /55
30.0
Serviceability /30
21.0
Essentiality /15
6.0
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 How the historical reference is calculated.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
4/9
Poor (1–4)
Superstructure
6/9
Fair (5–6)
Substructure
4/9
Poor (1–4)
Inventory Load Rating
48.1 t
NBI inventory level (metric tons)
Overall Condition
Poor

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

Structural Details

Year Built
1984
Material
Steel Continuous
Number of Spans
3
Structure Length
73.8 m (242 ft)
Deck Width
20.7 m (68 ft)
Owner
State Highway Agency
Avg Daily Traffic
14,417 vehicles/day
Structure Number
000000000023916

Condition Analysis

  • At 4/9, the deck (driving surface) is in poor shape, with advanced wear flagged for priority repair.
  • The superstructure (beams and supports above the deck) is in fair condition (6/9), 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

MR 0315 TR 315 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 MR 0315 TR 315 against other structures in Luzerne 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 MR 0315 TR 315?

MR 0315 TR 315 in Luzerne, Pennsylvania has a deck rating of 4/9, superstructure rating of 6/9, and substructure rating of 4/9 on the FHWA's 0–9 scale.

How often is MR 0315 TR 315 inspected?

MR 0315 TR 315'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 14,417 vehicles per day.

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

FHWA retired that reported status beginning with the 2018 archive. MR 0315 TR 315 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 MR 0315 TR 315?

MR 0315 TR 315 has an NBI inventory load rating of 48.1 metric tons.

Who is responsible for maintaining MR 0315 TR 315?

MR 0315 TR 315 is owned and maintained by State Highway Agency.

How old is MR 0315 TR 315 and does age affect safety?

MR 0315 TR 315 was built in 1984, making it 42 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.