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RTE 907C over FOUNTAIN AVE, SPRING CRE

Map

Coordinates:
+40.65494, -73.85972
40°39'18" N, 73°51'35" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:RTE 907C over FOUNTAIN AVE, SPRING CRE
Structure number:000000002231539
Location:907CX SHERIDAN AVE
Purpose:Carries highway and pedestrian walkway over highway and waterway
Route classification:Principal Arterial - Other Freeways or Expressways (Urban) [12]
Length of largest span:72.8 ft. [22.2 m]
Total length:337.0 ft. [102.7 m]
Roadway width between curbs:74.2 ft. [22.6 m]
Deck width edge-to-edge:87.6 ft. [26.7 m]
Vertical clearance below bridge:13.1 ft. [4.0 m]
Owner:State Highway Agency [01]
Year built:1941
Year reconstructed:1987
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Number of main spans:6
Main spans material:Steel [3]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Integral Concrete (separate non-modified layer of concrete added to structural deck) [2]

Latest Available Inspection: October 2016

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:139,872 [as of 2015]
Truck traffic:5% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Meets minimum tolerable limits to be left in place as is [4]
Underclearances appraisal:Basically intolerable requiring high priority of corrrective action [3]
Water adequacy appraisal:Equal to present minimum criteria [6]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. [7]
Scour condition:Bridge with "unknown" foundation that has not been evaluated for scour. [U]
Sufficiency rating:77.0
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$10,504,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
October 2016FairGoodSatisfactoryGood13987277.0
December 2015FairSatisfactorySatisfactoryFair14744366.0
May 2014FairGoodGoodFair14699566.0
July 2013FairGoodGoodFair14699566.0
July 2012PoorSatisfactoryGoodPoor14430050.0
September 2011PoorSatisfactoryGoodPoor14210050.0
June 2010PoorSatisfactoryGoodPoor14470750.0
May 2008FairSatisfactoryGoodFair15082166.0
April 2006FairSatisfactoryGoodFair15021470.0
June 2004FairSatisfactoryGoodFair17883670.0
June 2002PoorSatisfactoryGoodPoor13012454.0
March 2000FairSatisfactorySatisfactoryGood11782178.1
June 1998FairSatisfactorySatisfactoryGood12332578.1
July 1996PoorFairFairPoor13422346.2
April 1994PoorFairFairPoor12532046.2
June 1992PoorSatisfactorySatisfactoryPoor8960047.2
July 1990FairFairFairFair8960061.1

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Girder/Beamlinear ft.4,3427813,463980
Steel Protective Coatingsq. ft.38,1511,00037,15100
Deck
Reinforced Concrete Decksq. ft.29,293029,29300
Wearing Surfacessq. ft.26,921026,92100
Substructure
Reinforced Concrete Columneach1201200
Other Material Pier Walllinear ft.60600
Reinforced Concrete Abutmentlinear ft.184909400
Reinforced Concrete Pileeach11000
Timber Pileeach30300
Reinforced Concrete Pier Caplinear ft.8808800
Joints
Compression Jointlinear ft.61602263900
Bearings
Movable Bearingeach5273690
Steel Protective Coatingsq. ft.39023160
Fixed Bearingeach104158090
Steel Protective Coatingsq. ft.104034700
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.1,00246254000