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SR 0533 Orrstown r over LEHMAN RUN

This bridge is no longer in the current National Bridge Inventory database, and has likely been demolished or abandoned.

Map

Coordinates:
+40.05462, -77.66248
40°03'17" N, 77°39'45" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:SR 0533 Orrstown r over LEHMAN RUN
Structure number:000000000017432
Old structure number:280533005000000 (from 1992 edition)
Location:0.5MI W OF PLEASANT HAL
Purpose:Carries highway over waterway
Route classification:Minor Collector (Rural) [08]
Length of largest span:24.0 ft. [7.3 m]
Total length:27.9 ft. [8.5 m]
Roadway width between curbs:23.0 ft. [7.0 m]
Deck width edge-to-edge:25.9 ft. [7.9 m]
Skew angle:45°
Owner:State Highway Agency [01]
Year built:1928
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:M 18 / H 20 [4]
Main span material:Concrete [1]
Main span design:Tee beam [04]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: April 2016

Good/Fair/Poor Condition:Poor
Status:Open, no restriction [A]
Average daily traffic:1,096 [as of 2015]
Truck traffic:5% of total traffic
Deck condition:Poor [4 out of 9]
Superstructure condition:Poor [4 out of 9]
Substructure condition:Fair [5 out of 9]
Structural appraisal:Meets minimum tolerable limits to be left in place as is [4]
Deck geometry appraisal:Basically intolerable requiring high priority of corrrective action [3]
Water adequacy appraisal:Better than present minimum criteria [7]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. [6]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Sufficiency rating:41.3
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$197,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
April 2016PoorPoorPoorFair109641.3
April 2014PoorPoorPoorFair143240.5
April 2012PoorPoorPoorFair139239.9
April 2010PoorPoorPoorFair137440.7
May 2008PoorPoorPoorFair146940.5
May 2006PoorPoorPoorFair137748.6
May 2004PoorPoorFairFair190761.7
June 2002PoorPoorPoorPoor183947.7
May 2000PoorPoorFairFair180761.8
April 1998PoorPoorFairFair176361.8
March 1996PoorPoorFairSatisfactory164762.0
March 1994PoorPoorFairSatisfactory157762.1
April 1992FairFairFairSatisfactory154364.2
March 1990PoorPoorPoorSatisfactory119148.9