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CR623(ROOSEVELT B) over SVC RDS,CROOK HORN THORO

Map

Coordinates:
+39.25400, -74.63036
39°15'14" N, 74°37'49" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:CR623(ROOSEVELT B) over SVC RDS,CROOK HORN THORO
Structure number:0500004
Location:0.6MI SW OF BAY AVE INTER
Purpose:Carries highway over highway and waterway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:92.9 ft. [28.3 m]
Total length:1628.0 ft. [496.2 m]
Roadway width between curbs:27.9 ft. [8.5 m]
Deck width edge-to-edge:35.1 ft. [10.7 m]
Vertical clearance below bridge:32.8 ft. [10.0 m]
Owner:County Highway Agency [02]
Year built:1962
Year reconstructed:2004
Historic significance:Historical significance is not determinable at this time [4]
Design load:MS 18 / HS 20 [5]
Main span material:Steel [3]
Main span design:Girder and floorbeam system [03]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: August 2016

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:19,465 [as of 2016]
Truck traffic:5% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Good [7 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]
Underclearances 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:Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. [8]
Pier/abutment protection:In place and functioning [2]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Sufficiency rating:40.8

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
August 2016FairSatisfactoryGoodFair1946540.8
August 2014FairSatisfactoryGoodFair1908549.0
September 2012FairSatisfactoryGoodGood1871059.0
September 2010FairSatisfactoryGoodGood1834559.0
June 2008FairSatisfactoryGoodGood1847059.0
March 2006FairSatisfactoryGoodGood1682059.0
February 2004FairSatisfactoryFairSatisfactory2920049.0
October 2001FairSatisfactoryFairSatisfactory2890048.7
October 1999FairSatisfactoryFairSatisfactory2890048.7
April 1997FairSatisfactorySatisfactorySatisfactory2804064.0
November 1994FairFairSatisfactorySatisfactory2670061.6
October 1992FairFairSatisfactorySatisfactory2670061.6
September 1990FairSatisfactorySatisfactorySatisfactory2500064.6

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Girder/Beamlinear ft.1881583000
Steel Protective Coatingsq. ft.4,1124,110200
Prestressed Concrete Girder/Beamlinear ft.9,3309,2487660
Steel Stringerlinear ft.4704450250
Steel Protective Coatingsq. ft.2,0232,022100
Deck
Reinforced Concrete Decksq. ft.56,98046,75210,22440
Superstructure
Steel Floor Beamlinear ft.2431834560
Steel Protective Coatingsq. ft.2,1152,114100
Substructure
Reinforced Concrete Columneach45341010
Timber Columneach169168100
Reinforced Concrete Pier Walllinear ft.175174010
Reinforced Concrete Abutmentlinear ft.134134000
Reinforced Concrete Pier Caplinear ft.1,0591,0342500
Joints
Compression Jointlinear ft.1,11501,11500
Bearings
Elastomeric Bearingeach8484000
Movable Bearingeach9292000
Fixed Bearingeach176176000
Pot Bearingeach1616000
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.3,2573,11103143