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SR 1016 BRIDGE ST over LACKAWANNA RIVER

Map

Coordinates:
+41.48144, -75.56916
41°28'53" N, 75°34'09" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:SR 1016 BRIDGE ST over LACKAWANNA RIVER
Structure number:000000000020689
Old structure number:351016006007210 (from 1992 edition)
Location:BLAKELY&JESSUP BORO LINE
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:62.0 ft. [18.9 m]
Total length:126.0 ft. [38.4 m]
Roadway width between curbs:34.1 ft. [10.4 m]
Deck width edge-to-edge:46.6 ft. [14.2 m]
Owner:State Highway Agency [01]
Year built:1961
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Number of main spans:2
Main spans material:Prestressed concrete [5]
Main spans design:Box beam or girders - Multiple [05]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: May 2016

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:9,642 [as of 2016]
Truck traffic:1% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Satisfactory [6 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:Equal to present desirable criteria [8]
Roadway alignment appraisal:Better than present minimum criteria [7]
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 assessed or calculated scour condition. [5]
Sufficiency rating:80.7
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$404,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
May 2016FairSatisfactorySatisfactoryFair964280.7
May 2014FairSatisfactorySatisfactorySatisfactory979992.2
May 2012FairSatisfactorySatisfactorySatisfactory986192.2
May 2010FairSatisfactorySatisfactorySatisfactory1033392.0
June 2008FairSatisfactorySatisfactorySatisfactory1029292.1
May 2006FairSatisfactorySatisfactorySatisfactory986492.2
May 2004FairSatisfactorySatisfactorySatisfactory961292.3
August 2002FairSatisfactorySatisfactorySatisfactory953694.3
August 2000FairSatisfactorySatisfactoryGood1111793.7
October 1998FairSatisfactorySatisfactoryGood1092093.8
February 1997FairSatisfactorySatisfactoryGood819991.0
June 1995FairGoodFairGood799982.6

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Prestressed Concrete Closed Web/Box Girderlinear ft.1,3541,034300200
Deck
Reinforced Concrete Decksq. ft.2,9122,76614600
Wearing Surfacessq. ft.2,1292,02310600
Substructure
Reinforced Concrete Pier Walllinear ft.501710230
Reinforced Concrete Abutmentlinear ft.98801620
Bearings
Elastomeric Bearingeach4444000
Bridge Rail
Other Material Bridge Raillinear ft.2502401000