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CLOVE ROAD over RTE I278, RTE I278

Map 

Coordinates:
+40.61051, -74.09768
40°36'38" N, 74°05'52" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:CLOVE ROAD over RTE I278, RTE I278
Structure number:000000001067790
Location:3.5MI W JCT I278+BELT PKY
Purpose:Carries highway over highway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:84.0 ft. [25.6 m]
Total length:245.7 ft. [74.9 m]
Roadway width between curbs:56.1 ft. [17.1 m]
Deck width edge-to-edge:71.9 ft. [21.9 m]
Vertical clearance below bridge:15.4 ft. [4.7 m]
Skew angle:34°
Owner:State Highway Agency [01]
Year built:1965
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:4
Main spans material:Steel [3]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: August 2016 

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:52,610 [as of 2016]
Truck traffic:7% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Underclearances appraisal:Basically intolerable requiring high priority of corrrective action [3]
Roadway alignment appraisal:Meets minimum tolerable limits to be left in place as is [4]
Scour condition:Bridge not over waterway. [N]
Operating rating:83.8 tons [76.2 metric tons]
Inventory rating:49.9 tons [45.4 metric tons]
Sufficiency rating:88.3
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$3,010,000

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
August 201688.3FairSatisfactorySatisfactorySatisfactoryFO52610
July 201489.6FairSatisfactorySatisfactorySatisfactoryFO27880
June 201289.6FairSatisfactorySatisfactoryGoodFO27900
July 201179.0FairSatisfactoryFairGoodFO17164
July 201078.4FairSatisfactoryFairGoodFO26969
August 200878.4FairSatisfactoryFairGoodFO26969
May 200679.0FairSatisfactoryFairGoodFO17164
May 200479.0FairSatisfactoryFairGoodFO17164
May 200390.1FairGoodSatisfactoryGoodFO17164
June 200289.1FairGoodSatisfactoryGoodFO17164
July 200089.1FairSatisfactorySatisfactorySatisfactoryFO17164
September 199877.0FairFairSatisfactoryFairFO16026
October 199656.7PoorPoorFairPoorSD20008
November 199459.2PoorPoorFairPoorSD6200
October 199259.2PoorPoorFairPoorSD6200
September 199064.2PoorFairFairPoorSD6200