County Route 2/2 over Short Creek


+40.18441, -80.66813
40°11'04" N, 80°40'05" W


Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:County Route 2/2 over Short Creek
Structure number:00000000005A071
Location:0.20 mi. East jct CR30
Purpose:Carries highway over waterway
Route classification:Major Collector (Rural) [07]
Length of largest span:109.9 ft. [33.5 m]
Total length:113.2 ft. [34.5 m]
Roadway width between curbs:44.0 ft. [13.4 m]
Deck width edge-to-edge:47.6 ft. [14.5 m]
Skew angle:17°
Owner:State Highway Agency [01]
Year built:1995
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 22.5 / HS 25 [9]
Main span material:Steel [3]
Main span design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: August 2017

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:1,759 [as of 2014]
Truck traffic:3% of total traffic
Deck condition:Fair [5 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Equal to present desirable criteria [8]
Water adequacy appraisal:Superior to present desirable criteria [9]
Roadway alignment appraisal:Equal to present minimum criteria [6]
Channel protection:Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. [7]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Sufficiency rating:96.7
Recommended work:Bridge deck rehabilitation with only incidental widening. [36]
Estimated cost of work:$161,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
August 2017FairFairGoodGood175996.7
August 2015GoodGoodVery GoodVery Good170097.7
August 2013GoodGoodVery GoodVery Good170097.7
August 2011GoodGoodVery GoodVery Good170097.7
September 2009GoodGoodVery GoodVery Good170097.7
February 2008GoodGoodVery GoodVery Good160097.8
September 2006GoodVery GoodVery GoodVery Good160097.8
September 2005GoodVery GoodVery GoodVery Good150097.9
September 2003GoodVery GoodVery GoodVery Good150097.9
August 2001GoodVery GoodVery GoodVery Good150097.9
September 1999GoodExcellentExcellentExcellent150097.9
April 1998GoodExcellentExcellentExcellent150097.9
December 1997GoodExcellentExcellentExcellent150097.9
September 1995GoodExcellentExcellentExcellent110098.2