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RTE 909C over ALBEE AVENUE

Map 

Coordinates:
+40.54154, -74.18515
40°32'30" N, 74°11'07" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:RTE 909C over ALBEE AVENUE
Structure number:000000001067542
Location:2.6 MI E JCT SH440 &WS EX
Purpose:Carries highway over highway
Route classification:Principal Arterial - Other Freeways or Expressways (Urban) [12]
Length of largest span:76.8 ft. [23.4 m]
Total length:81.7 ft. [24.9 m]
Roadway width between curbs:29.9 ft. [9.1 m]
Deck width edge-to-edge:35.1 ft. [10.7 m]
Vertical clearance below bridge:15.4 ft. [4.7 m]
Skew angle:18°
Owner:State Highway Agency [01]
Year built:1968
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:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: January 2016 

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:21,742 [as of 2011]
Truck traffic:1% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Very Good [8 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Basically intolerable requiring high priority of replacement [2]
Underclearances appraisal:Equal to present minimum criteria [6]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Scour condition:Bridge not over waterway. [N]
Operating rating:106.8 tons [97.1 metric tons]
Inventory rating:63.9 tons [58.1 metric tons]
Sufficiency rating:79.7
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$1,633,000

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
January 201679.7GoodGoodVery GoodGoodFO21742
January 201479.7GoodGoodVery GoodGoodFO21772
January 201279.7GoodGoodExcellentGoodFO21750
January 201079.6GoodGoodExcellentGoodFO23495
January 200879.6GoodVery GoodExcellentGoodFO22582
January 200679.9GoodVery GoodExcellentGoodFO18177
February 200479.9GoodVery GoodExcellentGoodFO18177
February 200279.9GoodVery GoodVery GoodGoodFO17760
January 200080.0FairGoodGoodSatisfactoryFO16640
January 199880.0FairGoodGoodSatisfactoryFO15791
February 199668.2FairSatisfactorySatisfactoryFairFO12519
January 199468.4FairSatisfactorySatisfactoryFairFO13551
February 199268.4FairSatisfactorySatisfactoryFairFO13968
February 199069.1FairSatisfactorySatisfactoryFairFO8000