FHWA NBI 2024 Inspection record Public-domain dataset

SR0119 NB&SB

Carrying SR0119 NB&SB over TWO LICK CREEK

119 / TWO LICK, Indiana, Pennsylvania

Data updated May 2026

FHWA NBI record, refreshed with each annual release.

Poor
31 t Inventory load rating

Bridge Snapshot: SR0119 NB&SB

The SR0119 NB&SB bridge in Indiana, Pennsylvania carries SR0119 NB&SB over TWO LICK CREEK. It was built in 1960, making it 66 years old today. The structure is built primarily of prestressed concrete and spans 2 sections, stretching 44.2 meters (145 feet) end to end. Daily traffic averages 15,630 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 6/9, superstructure at 5/9, substructure at 4/9. The weakest component sits in poor condition. Because at least one major component scores 4 or lower, this bridge falls in FHWA's Poor condition category. That category is not a closure order. 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 SR0119 NB&SB compares

▼ 8.5
Load rating vs Pennsylvania average (39.3 t)
Bottom 19%
Lower load rating than 81% of Pennsylvania bridges
214
Bridges in Indiana · 34 in Poor condition
SR0119 NB&SB 30.8 t
Pennsylvania average 39.3 t

Live comparison across Pennsylvania.

Historical Sufficiency Rating

PlainBridge-computed
65.8 / 100 - historical 50–79.9 band
Structural adequacy /55
29.3
Serviceability /30
28.0
Essentiality /15
8.5
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 How the historical reference is calculated.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
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
1960
Material
Prestressed Concrete
Number of Spans
2
Structure Length
44.2 m (145 ft)
Deck Width
22.4 m (73 ft)
Owner
State Highway Agency
Avg Daily Traffic
15,630 vehicles/day
Structure Number
000000000019011

Condition Analysis

  • At 6/9, the deck (driving surface) shows fair condition, with minor wear flagged for upkeep.
  • At 5/9, the superstructure (beams and supports above the deck) shows fair condition, with minor wear flagged for upkeep.
  • The substructure (piers and abutments) is in poor condition (4/9), showing advanced deterioration that may require priority repair.

How to read this record

SR0119 NB&SB 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 SR0119 NB&SB against other structures in Indiana 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 SR0119 NB&SB?

SR0119 NB&SB in Indiana, Pennsylvania has a deck rating of 6/9, superstructure rating of 5/9, and substructure rating of 4/9 on the FHWA's 0–9 scale.

How often is SR0119 NB&SB inspected?

SR0119 NB&SB'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 15,630 vehicles per day.

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

FHWA retired that reported status beginning with the 2018 archive. SR0119 NB&SB 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 SR0119 NB&SB?

SR0119 NB&SB has an NBI inventory load rating of 30.8 metric tons.

Who is responsible for maintaining SR0119 NB&SB?

SR0119 NB&SB is owned and maintained by State Highway Agency.

How old is SR0119 NB&SB and does age affect safety?

SR0119 NB&SB was built in 1960, making it 66 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.