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PA 233; rocky mtn. over ROCKY MT CREEK

Map

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

Facts

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)
Location:1 MI S CALEDONIA
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.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Substructure
Masonry Pier Walllinear ft.51213000
Masonry Abutmentlinear ft.132726000
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.94040540
Deck
Reinforced Concrete Slabsq. ft.1,05487517900
Wearing Surfacessq. ft.935935000