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RTE I678 over WILLOW-MEADOW LKS

Map 

Coordinates:
+40.72829, -73.83346
40°43'42" N, 73°50'00" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:RTE I678 over WILLOW-MEADOW LKS
Structure number:00000000105577A
Location:1 MI S RTE 678+I495
Purpose:Carries highway over waterway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:82.7 ft. [25.2 m]
Total length:490.8 ft. [149.6 m]
Roadway width between curbs:25.9 ft. [7.9 m]
Deck width edge-to-edge:29.9 ft. [9.1 m]
Owner:State Highway Agency [01]
Year built:1963
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:5
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: July 2016 

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:7,273 [as of 1996]
Truck traffic:5% of total traffic
Deck condition:Fair [5 out of 9]
Superstructure condition:Fair [5 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:Basically intolerable requiring high priority of replacement [2]
Water adequacy appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
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]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:53.9 tons [49.0 metric tons]
Inventory rating:31.9 tons [29.0 metric tons]
Sufficiency rating:65.0
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$5,508,000

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
July 201665.0FairFairFairFairFO7273
September 201566.7FairSatisfactorySatisfactoryFairFO7273
June 201466.7FairSatisfactorySatisfactoryFairFO7273
July 201367.9FairSatisfactorySatisfactoryFairFO7273
July 201267.9FairSatisfactorySatisfactoryFairFO7273
July 201066.7FairSatisfactorySatisfactoryFairFO7273
April 200866.7FairSatisfactorySatisfactoryFairFO7273
April 200668.0FairSatisfactorySatisfactoryFairFO7273
April 200469.0FairSatisfactorySatisfactoryFairFO7273
April 200269.0FairSatisfactorySatisfactoryFairFO7273
February 200080.0FairSatisfactorySatisfactoryGoodFO7273
April 199880.0FairSatisfactorySatisfactoryGoodFO7273
May 199653.0PoorFairPoorPoorSD7273
April 199455.8PoorFairPoorPoorSD2250
June 199253.8PoorPoorPoorPoorSD2250
October 199036.8PoorPoorPoorSeriousSD2250