FHWA NBI 2024 Inspection record Public-domain dataset

US 209 & PA 33NB

Carrying US 209 & PA 33NB over APPENZELL CREEK

.5M.N.OF SNYDERSVILLE EX., Monroe, Pennsylvania

Inventory: FHWA NBI 2024 · last ETL August 2026

FHWA NBI record, refreshed with each annual release.

Poor
4 t Inventory load rating Lower than 99% of rated Pennsylvania bridges

US 209 & PA 33NB in Monroe, Pennsylvania sits above 1% of rated Pennsylvania bridges on inventory load rating (4 t), while its 1963 build year is earlier than 37% of Monroe's recorded-year cohort (315 bridges).

US 209 & PA 33NB in Monroe, Pennsylvania is rated Poor in the FHWA's 2024 National Bridge Inventory. Built in 1963, it carries 3 rated components on the inspecting agency's 0-9 scale, and its weakest reported component scores 4. The lowest applicable rating sets the federal condition category, so this Poor result describes the weakest reported component rather than the structure as a whole. No NBI category is a closure decision or a live crossing-safety verdict.

NBI record plate

Structure PA:000000000026794

INTERSTATE-ERA · PRESTRESS · MULTI-SPAN · TIED-CTRL · HEAVY-ADT · LIGHT-LOAD · CAT-POOR

  • INTERSTATE-ERA 1950–1979
  • PRESTRESS Prestressed concrete
  • MULTI-SPAN 3 spans
  • TIED-CTRL Tied control
  • HEAVY-ADT Heavy ADT
  • LIGHT-LOAD Light load
  • CAT-POOR Poor

Inspection-sheet codes from this record’s year, material family, spans, controlling component, ADT, inventory load, and NBI category, not a live closure verdict.

Bridge Snapshot: US 209 & PA 33NB

The US 209 & PA 33NB bridge in Monroe, Pennsylvania carries US 209 & PA 33NB over APPENZELL CREEK. It was built in 1963, making it 63 years old today. It was last reconstructed in 1978, extending its service life. The structure is built primarily of prestressed concrete and spans 3 sections, stretching 54.6 meters (179 feet) end to end. Daily traffic averages 20,037 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 5/9, 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.

How US 209 & PA 33NB compares

▼ 34.8
Load rating vs Pennsylvania average (38.4 t; 23,297 of 23,299 rated)
315
Bridges in Monroe · 66 in Poor condition

Age against the county: built in 1963, earlier than 118 of Monroe's 315 bridges with a recorded construction year (37%), against a county median build year of 1962. This is one of the newer structures in its county.

US 209 & PA 33NB 3.6 t
Pennsylvania average (23,297 of 23,299 rated) 38.4 t

Live comparison across Pennsylvania bridges with a recorded inventory load rating (23,297 of 23,299 rated).

US 209 & PA 33NB vs every rated Pennsylvania bridge

Inventory load rating (metric tons), FHWA NBI, this state

4 Top 99% higher than 1% of 23,297 bridges

rated Pennsylvania bridges, bucketed by value

Each bar is a band; taller bars hold more bridges. The dashed line + filled bar mark this entry. Hover or tap any bar for its full count and share, and where it sits relative to this entry.

Source FHWA National Bridge Inventory · August 2026

Condition Ratings

Deck
4/9
Poor (1–4)
Superstructure
5/9
Fair (5–6)
Substructure
4/9
Poor (1–4)
Inventory Load Rating
3.6 t
NBI inventory level (metric tons)
Overall Condition
Poor

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

Reported 0–9 component ratings from the FHWA NBI. The highlighted component is the lowest reported input to this record’s current condition category; it is not a closure or live crossing-safety decision.

Monroe inventory by recorded NBI category

Exclusive Good/Fair/Poor bands across all 315 bridges in this county. Orthogonal to this structure's component profile above: a county catalog share, not a live crossing-safety verdict.

Structural Details

Year Built
1963
Last Reconstructed
1978
Material
Prestressed Concrete
Number of Spans
3
Structure Length
54.6 m (179 ft)
Deck Width
16.3 m (53 ft)
Owner
State Highway Agency
Avg Daily Traffic
20,037 vehicles/day
Structure Number
000000000026794

Condition Analysis

  • The deck (driving surface) rates poor at 4/9, with advanced deterioration recorded on the latest inspection.
  • 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 on the inspecting agency's 0-9 scale.

How to read this record

US 209 & PA 33NB 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 US 209 & PA 33NB 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 US 209 & PA 33NB?

US 209 & PA 33NB in Monroe, Pennsylvania has a deck rating of 4/9, superstructure rating of 5/9, and substructure rating of 4/9 on the FHWA's 0–9 scale.

How often is US 209 & PA 33NB inspected?

US 209 & PA 33NB'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 20,037 vehicles per day.

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

FHWA retired that reported status beginning with the 2018 archive. US 209 & PA 33NB 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 US 209 & PA 33NB?

US 209 & PA 33NB has an NBI inventory load rating of 3.6 metric tons.

Who is responsible for maintaining US 209 & PA 33NB?

US 209 & PA 33NB is owned and maintained by State Highway Agency.

How old is US 209 & PA 33NB and does age affect safety?

US 209 & PA 33NB was built in 1963, making it 63 years old and last reconstructed in 1978.

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

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Send this source-bounded record or download its data card. An NBI condition category is not a closure or live crossing-safety verdict.

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Every figure on PlainBridges is rendered directly from federal source data, no number is typed in by an editor. Component ratings, ADT, and condition category on this page are copied from the NBI record for this structure; no figure is typed in by an editor. See our editorial standards & corrections policy, the methodology behind these numbers, or report a data error. Data current as of 2024 NBI release. NBI condition categories reflect the latest reported inventory record, not a live safety, closure, or travel decision.