FHWA NBI 2024 Inspection record Public-domain dataset

PA 696; Olde scotl

Carrying PA 696; Olde scotl over I-81; SR 0081

2.25 M S SHIPPENSBURG, Franklin, Pennsylvania

Inventory: FHWA NBI 2024 · last ETL August 2026

FHWA NBI record, refreshed with each annual release.

Fair
29 t Inventory load rating Lower than 81% of rated Pennsylvania bridges

PA 696; Olde scotl in Franklin, Pennsylvania sits above 19% of rated Pennsylvania bridges on inventory load rating (29 t), while its 1963 build year is earlier than 49% of Franklin's recorded-year cohort (294 bridges).

PA 696; Olde scotl in Franklin, Pennsylvania is rated Fair 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 5. The lowest applicable rating sets the federal condition category, so this Fair 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:000000000017444

INTERSTATE-ERA · PRESTRESS · LONG-SPAN-RUN · SUB-LED · ARTERIAL-ADT · STANDARD-LOAD · CAT-FAIR

  • INTERSTATE-ERA 1950–1979
  • PRESTRESS Prestressed concrete
  • LONG-SPAN-RUN 4 spans
  • SUB-LED Substructure-led
  • ARTERIAL-ADT Arterial ADT
  • STANDARD-LOAD Standard load
  • CAT-FAIR Fair

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: PA 696; Olde scotl

The PA 696; Olde scotl bridge in Franklin, Pennsylvania carries PA 696; Olde scotl over I-81; SR 0081. It was built in 1963, making it 63 years old today. It was last reconstructed in 2011, extending its service life. The structure is built primarily of prestressed concrete and spans 4 sections, stretching 79.9 meters (262 feet) end to end. Daily traffic averages 9,289 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 6/9, substructure at 5/9. The weakest component sits in fair condition. No reported major component scores in the Poor range under the current federal condition thresholds.

How PA 696; Olde scotl compares

▼ 9.4
Load rating vs Pennsylvania average (38.4 t; 23,297 of 23,299 rated)
294
Bridges in Franklin · 24 in Poor condition

Age against the county: built in 1963, earlier than 144 of Franklin's 294 bridges with a recorded construction year (49%), against a county median build year of 1963.

PA 696; Olde scotl 29.0 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).

PA 696; Olde scotl vs every rated Pennsylvania bridge

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

29 Top 81% higher than 19% 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
7/9
Good (7–9)
Superstructure
6/9
Fair (5–6)
Substructure
5/9
Fair (5–6)
Inventory Load Rating
29.0 t
NBI inventory level (metric tons)
Overall Condition
Fair

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.

Franklin inventory by recorded NBI category

Exclusive Good/Fair/Poor bands across all 294 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
2011
Material
Prestressed Concrete
Number of Spans
4
Structure Length
79.9 m (262 ft)
Deck Width
10.7 m (35 ft)
Owner
State Highway Agency
Avg Daily Traffic
9,289 vehicles/day
Structure Number
000000000017444

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 fair condition (6/9), with minor deterioration that may require routine maintenance.
  • At 5/9, 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 PA 696; Olde scotl 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 PA 696; Olde scotl against other structures in Franklin 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 PA 696; Olde scotl?

PA 696; Olde scotl in Franklin, Pennsylvania has a deck rating of 7/9, superstructure rating of 6/9, and substructure rating of 5/9 on the FHWA's 0–9 scale.

How often is PA 696; Olde scotl inspected?

PA 696; Olde scotl'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 9,289 vehicles per day.

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

FHWA retired that reported status beginning with the 2018 archive. PA 696; Olde scotl 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 PA 696; Olde scotl?

PA 696; Olde scotl has an NBI inventory load rating of 29.0 metric tons.

Who is responsible for maintaining PA 696; Olde scotl?

PA 696; Olde scotl is owned and maintained by State Highway Agency.

How old is PA 696; Olde scotl and does age affect safety?

PA 696; Olde scotl was built in 1963, making it 63 years old and last reconstructed in 2011.

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.