+40.82830, -73.84246
40°49'42" N, 73°50'33" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.


Structure number:000000001066510
Location:JCT.I95-I678-I295 & I278
Purpose:Carries highway over waterway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:71.9 ft. [21.9 m]
Total length:464.9 ft. [141.7 m]
Roadway width between curbs:58.1 ft. [17.7 m]
Deck width edge-to-edge:72.8 ft. [22.2 m]
Vertical clearance above deck:16.4 ft. [5.0 m]
Vertical clearance below bridge:28.9 ft. [8.8 m]
Skew angle:20°
Owner:City or Municipal Highway Agency [04]
Year built:1971
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:3
Main spans material:Steel [3]
Main spans design:Movable - Bascule [16]
Deck type:Not applicable [N]
Wearing surface:Bituminous [6]

Latest Available Inspection: September 2016 

Good/Fair/Poor Condition:Poor
Status:Open, no restriction [A]
Average daily traffic:17,874 [as of 2009]
Truck traffic:6% of total traffic
Deck condition:Fair [5 out of 9]
Superstructure condition:Poor [4 out of 9]
Substructure condition:Fair [5 out of 9]
Structural appraisal:Meets minimum tolerable limits to be left in place as is [4]
Deck geometry appraisal:Equal to present minimum criteria [6]
Water adequacy appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Roadway alignment appraisal:Meets minimum tolerable limits to be left in place as is [4]
Channel protection:Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. [6]
Pier/abutment protection:In place but in a deteriorated condition [3]
Scour condition:Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Operating rating:85.4 tons [77.6 metric tons]
Inventory rating:36.0 tons [32.7 metric tons]
Sufficiency rating:48.8
Recommended work:Bridge deck replacement with only incidental widening. [37]
Estimated cost of work:$133,955,000

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
September 201648.8PoorFairPoorFairSD17874
September 201524.4PoorFairPoorFairSD17874
September 201424.2PoorFairPoorFairSD17874
October 201338.9PoorFairPoorFairSD17900
October 201238.9PoorFairPoorFairSD17900
November 201038.9PoorFairPoorFairSD41548
November 200938.9PoorFairPoorFairSD41548
November 200838.9PoorFairPoorFairSD41548
October 200738.9PoorFairPoorFairSD41548
September 200638.9PoorFairPoorFairSD41548
November 200538.9PoorFairPoorFairSD41548
October 200438.9PoorFairPoorFairSD41548
August 200338.9PoorFairPoorFairSD41548
August 200238.0PoorFairPoorFairSD41548
July 200138.0PoorFairPoorFairSD41548
July 200047.8FairFairFairSatisfactory-41548
August 199947.8FairFairFairSatisfactory-41548
November 199845.8PoorPoorFairSatisfactorySD41548
November 199718.0PoorSeriousSeriousSeriousSD41548
December 199636.0PoorPoorSeriousSeriousSD41548
October 199535.0PoorPoorPoorSeriousSD41548
December 199433.0PoorSeriousSeriousSeriousSD41548
September 199333.0PoorSeriousSeriousSeriousSD41548
September 199233.0PoorSeriousSeriousSeriousSD41548
September 199135.0PoorPoorSeriousSeriousSD41548