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RTE I678 over LINDEN PLACE, "U" TURN R

Map

Coordinates:
+40.77113, -73.83322
40°46'16" N, 73°49'60" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:RTE I678 over LINDEN PLACE, "U" TURN R
Structure number:000000001065181
Location:.7 MI NE JCT I678 & SH 25
Purpose:Carries highway over highway
Route classification:Local (Urban) [19]
Length of largest span:81.0 ft. [24.7 m]
Total length:1108.0 ft. [337.7 m]
Roadway width between curbs:64.0 ft. [19.5 m]
Deck width edge-to-edge:66.6 ft. [20.3 m]
Vertical clearance below bridge:13.1 ft. [4.0 m]
Skew angle:
Owner:State Highway Agency [01]
Year built:1963
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:11
Main spans material:Steel [3]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Not applicable [N]
Wearing surface:Latex Concrete or similar additive [3]

Latest Available Inspection: August 2017

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:8,434 [as of 2015]
Truck traffic:7% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Fair [5 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:Better than present minimum criteria [7]
Underclearances appraisal:Basically intolerable requiring high priority of corrrective action [3]
Roadway alignment appraisal:Better than present minimum criteria [7]
Scour condition:Bridge not over waterway. [N]
Sufficiency rating:84.5
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$46,071,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
August 2017FairSatisfactoryFairFair843484.5
May 2016FairSatisfactoryFairFair844484.5
May 2015FairSatisfactoryFairFair7020582.0
March 2014FairGoodSatisfactorySatisfactory13785293.0
April 2012FairGoodSatisfactorySatisfactory13785293.0
April 2010FairGoodSatisfactoryGood7020593.0
April 2008FairGoodSatisfactoryGood7020593.0
April 2006FairGoodSatisfactoryGood6892693.0
May 2004FairSatisfactorySatisfactoryGood13785293.0
May 2002FairSatisfactorySatisfactoryFair5101580.3
March 2000FairSatisfactorySatisfactoryFair4188281.0
April 1998PoorSatisfactorySatisfactoryPoor5245465.0
May 1996PoorFairFairPoor3959566.0
April 1994PoorFairFairPoor3959568.0
July 1992PoorFairFairPoor4436167.0
October 1990FairFairFairFair4436183.0

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.5,6405,49913290
Steel Girder/Beamlinear ft.7,38907,38900
Steel Protective Coatingsq. ft.66,555058,0998,4560
Deck
Reinforced Concrete Decksq. ft.73,42155,13118,29000
Wearing Surfacessq. ft.70,33665,7262,9001,7100
Substructure
Reinforced Concrete Columneach189900
Reinforced Concrete Pier Walllinear ft.47714932440
Reinforced Concrete Abutmentlinear ft.134607130
Reinforced Concrete Pileeach2020000
Timber Pileeach1414000
Prestressed Concrete Pier Caplinear ft.6706340
Reinforced Concrete Pier Caplinear ft.87124361990
Joints
Pourable Jointlinear ft.1,0131,013000
Bearings
Elastomeric Bearingeach126209970
Movable Bearingeach99057420
Steel Protective Coatingsq. ft.19804411044
Fixed Bearingeach99569250
Steel Protective Coatingsq. ft.19805211234
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.2,21202,21200
Deck
Reinforced Concrete Slabsq. ft.804804000
Wearing Surfacessq. ft.768488200800