PA 233; rocky mtn. over ROCKY MT CREEK


+39.89313, -77.48479
39°53'35" N, 77°29'05" W


Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:PA 233; rocky mtn. over ROCKY MT CREEK
Structure number:000000000017405
Old structure number:280233018000000 (from 1992 edition)
Purpose:Carries highway over waterway
Route classification:Major Collector (Rural) [07]
Length of largest span:20.0 ft. [6.1 m]
Total length:46.9 ft. [14.3 m]
Roadway width between curbs:26.9 ft. [8.2 m]
Deck width edge-to-edge:30.2 ft. [9.2 m]
Skew angle:45°
Owner:State Highway Agency [01]
Year built:1950
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Number of main spans:2
Main spans material:Concrete [1]
Main spans design:Slab [01]
Deck type:Not applicable [N]
Wearing surface:Bituminous [6]

Latest Available Inspection: June 2018

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:1,146 [as of 2018]
Truck traffic:3% of total traffic
Deck condition:Fair [5 out of 9]
Superstructure condition:Fair [5 out of 9]
Substructure condition:Fair [5 out of 9]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal:Meets minimum tolerable limits to be left in place as is [4]
Water adequacy appraisal:Better than present minimum criteria [7]
Roadway alignment appraisal:Equal to present desirable criteria [8]
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 assessed or calculated scour conditions; field review indicates action is required. [4]
Sufficiency rating:71.3
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$123,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
June 2018FairFairFairFair114671.3
June 2016FairFairFairFair149970.8
June 2014FairSatisfactorySatisfactoryFair148571.8
June 2012FairSatisfactorySatisfactoryFair160971.6
June 2010FairSatisfactorySatisfactoryFair156671.7
July 2008FairSatisfactorySatisfactoryFair154171.7
July 2006FairSatisfactorySatisfactoryFair173771.4
August 2004FairSatisfactorySatisfactoryFair166271.5
August 2002FairSatisfactorySatisfactoryFair170271.5
August 2000FairSatisfactorySatisfactorySatisfactory167382.9
June 1998FairSatisfactorySatisfactorySatisfactory163282.9
June 1996FairSatisfactorySatisfactorySatisfactory152484.1
June 1994FairSatisfactorySatisfactorySatisfactory145984.9
July 1992FairSatisfactorySatisfactorySatisfactory142884.9
June 1990FairSatisfactorySatisfactorySatisfactory139784.9

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
Masonry Pier Walllinear ft.51213000
Masonry Abutmentlinear ft.132726000
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.94040540
Reinforced Concrete Slabsq. ft.1,05487517900
Wearing Surfacessq. ft.935935000