+40.31377, -74.90254
40°18'50" N, 74°54'09" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.


Structure number:000000000044281
Old structure number:090032026000000 (from 1992 edition)
Location:2 MI. TO LR 09140 26E11
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:50.9 ft. [15.5 m]
Total length:53.2 ft. [16.2 m]
Roadway width between curbs:29.5 ft. [9.0 m]
Deck width edge-to-edge:31.8 ft. [9.7 m]
Skew angle:17°
Owner:State Highway Agency [01]
Year built:2007
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Main span material:Prestressed concrete [5]
Main span design:Box beam or girders - Multiple [05]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: October 2015 

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:3,246 [as of 2015]
Truck traffic:4% of total traffic
Deck condition:Very Good [8 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:Meets minimum tolerable limits to be left in place as is [4]
Water adequacy appraisal:Better than present minimum criteria [7]
Roadway alignment appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
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 foundations determined to be stable for the assessed or calculated scour condition. [8]
Inventory rating:59.8 tons [54.4 metric tons]
Sufficiency rating:80.5
Recommended work:Other structural work, including hydraulic replacements. [38]

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
October 201580.5GoodVery GoodVery GoodGood-3246
November 201380.5GoodVery GoodVery GoodVery Good-3238
November 201180.5GoodVery GoodVery GoodVery Good-3063
November 200979.5GoodVery GoodExcellentVery Good-3064
November 200779.2GoodVery GoodExcellentExcellent-3698
July 20052.0PoorSeriousSeriousPoorSD3601
July 20042.0PoorSeriousSeriousPoorSD3601
September 20033.0PoorPoorPoorPoorSD3520
July 20022.0PoorPoorPoorPoorSD3434
July 20013.0PoorPoorPoorPoorSD3434
July 20004.0PoorFairPoorPoorSD2357
June 19993.0PoorPoorPoorPoorSD2320
May 19983.0PoorPoorPoorPoorSD2320
May 19973.0PoorPoorSeriousPoorSD2591
June 19965.0PoorFairPoorPoorSD2540
May 19954.0PoorFairPoorPoorSD2540
June 199415.6FairSatisfactoryFairFairSD2160
September 199319.9FairSatisfactoryFairFairSD2109
October 19929.8PoorSatisfactoryPoorFairSD2109
October 19912.0PoorFairPoorPoorSD2318