US Bridges

SR0119 Nb&sb over Two Lick Creek

Poor

Indiana County, Pennsylvania · 119 / Two Lick · Structure no. 000000000019011

Built
1960
65 years old
Condition
Poor
inspected January 2023
Type
Box Beam or Girders - Multiple
Prestressed Concrete
Length
145 ft
2 main spans
Daily traffic
17,012
2024 count
Owner
State
State Highway Agency

About this bridge

SR0119 Nb&sb over Two Lick Creek is a prestressed concrete box beam or girders - multiple carrying SR0119 Nb&sb over Two Lick Creek in Indiana County, Pennsylvania. It was built in 1960, so it is 65 years old, older than the Pennsylvania average of 54.8 years.

The most recent inspection reported to the Federal Highway Administration rates it in poor condition with a lowest component rating of 4 out of 9. The lowest-rated primary component is rated 4 or below, indicating advanced deterioration. Poor does not mean unsafe; such bridges are inspected more often and may carry load restrictions.

It carries about 17,012 vehicles a day, roughly 12% of them trucks, projected to reach 20,730 by 2032. The structure is 145 ft (44.2 m) long and 73 ft wide. If it were closed, the detour would be 3.7 mi (6 km).

CarriesSR0119 Nb&sb
CrossesTwo Lick Creek
Location119 / Two Lick
RouteU.S. Route 119
Coordinates40.56427, -79.16162
Functional classUrban Other Principal Arterial

Condition and inspection

Poor

The lowest-rated primary component is rated 4 or below, indicating advanced deterioration. Poor does not mean unsafe; such bridges are inspected more often and may carry load restrictions.

ComponentRatingMeaning
Deck6 SatisfactoryStructural elements show some minor deterioration.
Superstructure5 FairAll primary structural elements are sound but may have minor section loss, cracking, spalling or scour.
Substructure4 PoorAdvanced section loss, deterioration, spalling or scour.
Channel and channel protection5 FairAll primary structural elements are sound but may have minor section loss, cracking, spalling or scour.
Last inspectionJanuary 2023
Inspection intervalevery 24 months
Operating statusOpen, no restriction
ScourFoundations stable; scour within limits of footing or piles
Structural evaluation4: Meets minimum tolerable limits to be left in place as is
Deck geometry9: Superior to present desirable criteria
Waterway adequacy9: Superior to present desirable criteria
Approach roadway alignment8: Equal to present desirable criteria
Operating rating95 US tons
Inventory rating34 US tons

Structure

MaterialPrestressed Concrete
DeckConcrete, cast-in-place
Main spans2
Design loadHS 20
Structure length145 ft (44.2 m)
Longest span72 ft (21.9 m)
Deck width73 ft (22.4 m)
Roadway width68 ft (20.7 m)
Vertical clearance over deckUnrestricted

Traffic and service

Average daily traffic17,012 (2024)
Projected traffic20,730 by 2032
Trucks12%
Lanes on structure4
Traffic directionTwo-way traffic
CarriesHighway
CrossesWaterway
Detour if closed3.7 mi (6 km)
TollOn a free road
National Highway SystemYes

Ownership and planned work

OwnerState Highway Agency
Maintained byState Highway Agency
Historic statusNot eligible for the National Register of Historic Places
Work proposedNone recorded
Estimated improvement cost—
NavigationNo navigation control on waterway

Frequently asked questions

When was SR0119 Nb&sb over Two Lick Creek built?

It was built in 1960, making it 65 years old in 2025.

What condition is SR0119 Nb&sb over Two Lick Creek in?

The National Bridge Inventory rates it in poor condition. The lowest-rated primary component is rated 4 or below, indicating advanced deterioration. Poor does not mean unsafe; such bridges are inspected more often and may carry load restrictions. The last reported inspection was in January 2023.

How much traffic does SR0119 Nb&sb over Two Lick Creek carry?

About 17,012 vehicles per day (2024 count), of which roughly 12% are trucks.

How long is SR0119 Nb&sb over Two Lick Creek?

The structure is 145 ft (44.2 m) long with a longest span of 72 ft (21.9 m) and a deck 73 ft wide.

Who owns SR0119 Nb&sb over Two Lick Creek?

It is owned by the State Highway Agency.