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SR 120-PA 120 over BRANCH ELK CREEK

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

Map

Coordinates:
+41.42810, -78.53249
41°25'41" N, 78°31'57" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:SR 120-PA 120 over BRANCH ELK CREEK
Structure number:000000000015531
Old structure number:240120028015460 (from 1992 edition)
Location:CITY OF ST MARYS
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:21.0 ft. [6.4 m]
Total length:23.0 ft. [7.0 m]
Roadway width between curbs:41.3 ft. [12.6 m]
Deck width edge-to-edge:44.0 ft. [13.4 m]
Skew angle:45°
Owner:State Highway Agency [01]
Year built:1930
Year reconstructed:1939
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:M 13.5 / H 15 [2]
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:7,017 [as of 2015]
Truck traffic:6% of total traffic
Deck condition:Poor [4 out of 9]
Superstructure condition:Poor [4 out of 9]
Substructure condition:Poor [4 out of 9]
Structural appraisal:Meets minimum tolerable limits to be left in place as is [4]
Deck geometry appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Water adequacy appraisal:Equal to present minimum criteria [6]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Bank protection is being eroded. River control devices and/or embankment have major damage. Trees and rush restrict the channel. [5]
Scour condition:Bridge is scour critical; bridge foundations determined to be unstable. [3]
Sufficiency rating:64.5
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$511,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
April 2016PoorPoorPoorPoor701764.5
April 2014PoorPoorPoorPoor772464.3
April 2012PoorPoorPoorPoor787064.3
April 2010PoorPoorPoorPoor792164.3
April 2008PoorPoorPoorFair910664.0
May 2006PoorPoorFairFair900780.5
May 2004PoorPoorFairFair893679.5
June 2002PoorPoorFairFair704777.8
July 2000PoorPoorFairFair697777.8
July 1998PoorPoorFairFair697777.8
July 1996PoorFairFairPoor409464.1
July 1994PoorFairFairPoor393164.1
July 1992PoorFairFairPoor387764.1
June 1991PoorFairPoorSerious375047.8