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SAGINAW ROAD over BIG ELK CREEK

Map

Coordinates:
+39.76226, -75.92059
39°45'44" N, 75°55'14" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:SAGINAW ROAD over BIG ELK CREEK
Structure number:000000000010450
Old structure number:153020002000000 (from 1992 edition)
Location:NEAR HICKORY HILL 52D06
Purpose:Carries highway over waterway
Route classification:Local (Urban) [19]
Length of largest span:73.2 ft. [22.3 m]
Total length:75.1 ft. [22.9 m]
Roadway width between curbs:15.1 ft. [4.6 m]
Deck width edge-to-edge:16.1 ft. [4.9 m]
Owner:State Highway Agency [01]
Year built:1925
Year reconstructed:1974
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Main span material:Steel [3]
Main span design:Truss - Thru [10]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: July 2018

Good/Fair/Poor Condition:Poor
Status:Posted for load [P]
Average daily traffic:883 [as of 2018]
Truck traffic:9% of total traffic
Deck condition:Fair [5 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 replacement [2]
Water adequacy appraisal:Better than present minimum criteria [7]
Roadway alignment appraisal:Equal to present minimum criteria [6]
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 conditions; field review indicates action is required. [4]
Sufficiency rating:44.3
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$150,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
July 2018PoorFairPoorFair88344.3
July 2017PoorFairPoorFair69744.5
July 2015PoorFairPoorFair69044.5
July 2013PoorFairPoorFair68644.5
July 2011FairFairFairFair74360.6
July 2009PoorFairFairPoor74344.4
July 2007FairSatisfactoryFairFair61161.6
June 2005FairSatisfactoryFairFair59561.4
May 2003FairGoodSatisfactoryFair58760.7
May 2001FairGoodSatisfactoryFair82264.6
May 1999FairGoodSatisfactoryFair80864.6
April 1997FairSatisfactoryFairFair77964.0
March 1995FairGoodSatisfactorySatisfactory54275.5
September 1993FairGoodSatisfactorySatisfactory53075.5
September 1992FairGoodSatisfactorySatisfactory51975.5
October 1991FairGoodSatisfactoryFair49964.5

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Deck
Reinforced Concrete Decksq. ft.1,2081,00320500
Superstructure
Steel Trusslinear ft.146014600
Steel Protective Coatingsq. ft.10,75310,753000
Steel Floor Beamlinear ft.2281507800
Steel Protective Coatingsq. ft.10,75310,753000
Substructure
Masonry Abutmentlinear ft.1246049150
Bearings
Movable Bearingeach20200
Steel Protective Coatingsq. ft.10,75310,753000
Fixed Bearingeach20200
Steel Protective Coatingsq. ft.10,75310,753000
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.151767500
Steel Protective Coatingsq. ft.10,75310,753000