FHWA NBI 2024 Inspection record Public-domain dataset

SR 3018(LR 45099)

Carrying SR 3018(LR 45099) over MCMICHAEL CREEK

200 FT. WEST OF PA 715, Monroe, Pennsylvania

Data updated May 2026

FHWA NBI record, refreshed with each annual release.

Poor
21 t Inventory load rating

Bridge Snapshot: SR 3018(LR 45099)

The SR 3018(LR 45099) bridge in Monroe, Pennsylvania carries SR 3018(LR 45099) over MCMICHAEL CREEK. It was built in 1925, making it 101 years old today. It was last reconstructed in 1982, extending its service life. The structure is built primarily of steel and spans 1 section, stretching 9.8 meters (32 feet) end to end. Daily traffic averages 998 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 6/9, superstructure at 4/9, substructure at 6/9. 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 20.9 metric tons.

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

How SR 3018(LR 45099) compares

▼ 18.4
Load rating vs Pennsylvania average (39.3 t)
Bottom 7%
Lower load rating than 93% of Pennsylvania bridges
214
Bridges in Monroe · 34 in Poor condition
SR 3018(LR 45099) 20.9 t
Pennsylvania average 39.3 t

Live comparison across Pennsylvania.

Historical Sufficiency Rating

PlainBridge-computed
39.8 / 100 - historical 20–49.9 band
Structural adequacy /55
17.3
Serviceability /30
9.0
Essentiality /15
13.5
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 How the historical reference is calculated.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
6/9
Fair (5–6)
Superstructure
4/9
Poor (1–4)
Substructure
6/9
Fair (5–6)
Inventory Load Rating
20.9 t
NBI inventory level (metric tons)
Overall Condition
Poor

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

Structural Details

Year Built
1925
Last Reconstructed
1982
Material
Steel
Number of Spans
1
Structure Length
9.8 m (32 ft)
Deck Width
6.8 m (22 ft)
Owner
State Highway Agency
Avg Daily Traffic
998 vehicles/day
Structure Number
000000000027029

Condition Analysis

  • At 6/9, the deck (driving surface) shows fair condition, with minor wear flagged for upkeep.
  • The superstructure (beams and supports above the deck) rates poor at 4/9, advanced deterioration that should be prioritized for repair.
  • At 6/9, the substructure (piers and abutments) shows fair condition, with minor wear flagged for upkeep.

How to read this record

SR 3018(LR 45099) 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 3018(LR 45099) against other structures in Monroe 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(LR 45099)?

SR 3018(LR 45099) in Monroe, Pennsylvania has a deck rating of 6/9, superstructure rating of 4/9, and substructure rating of 6/9 on the FHWA's 0–9 scale.

How often is SR 3018(LR 45099) inspected?

SR 3018(LR 45099)'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 998 vehicles per day.

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

FHWA retired that reported status beginning with the 2018 archive. SR 3018(LR 45099) 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 3018(LR 45099)?

SR 3018(LR 45099) has an NBI inventory load rating of 20.9 metric tons.

Who is responsible for maintaining SR 3018(LR 45099)?

SR 3018(LR 45099) is owned and maintained by State Highway Agency.

How old is SR 3018(LR 45099) and does age affect safety?

SR 3018(LR 45099) was built in 1925, making it 101 years old and last reconstructed in 1982.

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.