Share:

SR 3011 KEYSER AVE over ST JOHNS CREEK

Map

Coordinates:
+41.37073, -75.74804
41°22'15" N, 75°44'53" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:SR 3011 KEYSER AVE over ST JOHNS CREEK
Structure number:000000000020760
Old structure number:353011004000000 (from 1992 edition)
Location:OLD FORGE BO 1M N SR 3013
Purpose:Carries highway over waterway
Route classification:Collector (Urban) [17]
Length of largest span:24.0 ft. [7.3 m]
Total length:25.9 ft. [7.9 m]
Roadway width between curbs:36.4 ft. [11.1 m]
Deck width edge-to-edge:40.0 ft. [12.2 m]
Skew angle:45°
Owner:State Highway Agency [01]
Year built:1940
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: July 2016

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:4,651 [as of 2016]
Truck traffic:7% of total traffic
Deck condition:Fair [5 out of 9]
Superstructure condition:Fair [5 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Water adequacy appraisal:Better than present minimum criteria [7]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Bank and embankment protection is severely undermined. River control devices have severe damage. Large deposits of debris are in the channel. [4]
Scour condition:Bridge foundations determined to be stable for assessed or calculated scour conditions; field review indicates action is required. [4]
Sufficiency rating:82.2
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$233,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
July 2016FairFairFairSatisfactory465182.2
July 2014FairSatisfactoryFairSatisfactory406683.3
July 2012FairSatisfactoryFairSatisfactory463183.2
July 2010FairSatisfactoryFairSatisfactory462783.2
July 2008FairSatisfactoryFairSatisfactory505882.1
July 2006FairSatisfactoryFairFair471683.2
July 2004FairSatisfactoryFairFair466083.2
July 2002FairSatisfactorySatisfactoryFair449281.3
October 2000FairSatisfactorySatisfactoryFair497481.1
November 1998FairSatisfactorySatisfactoryFair488681.9
February 1997FairSatisfactorySatisfactorySatisfactory239993.9
May 1995FairSatisfactorySatisfactoryFair239983.9
July 1993FairSatisfactorySatisfactorySatisfactory490093.5
November 1991FairSatisfactorySatisfactorySatisfactory454492.6

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Reinforced Concrete Girder/Beamlinear ft.19013214440
Deck
Reinforced Concrete Decksq. ft.9899305900
Wearing Surfacessq. ft.9268804600
Substructure
Masonry Abutmentlinear ft.1631511200
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.51242520