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GUNHILL RD ACCESS over RTE I95

Map 

Coordinates:
+40.86216, -73.82958
40°51'44" N, 73°49'46" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:GUNHILL RD ACCESS over RTE I95
Structure number:000000005075380
Location:M.P.NE0.17 TO M.P.NE1.21
Purpose:Carries highway over highway
Route classification:Principal Arterial - Interstate (Urban) [11]
Length of largest span:116.1 ft. [35.4 m]
Total length:116.1 ft. [35.4 m]
Roadway width between curbs:31.5 ft. [9.6 m]
Deck width edge-to-edge:34.8 ft. [10.6 m]
Vertical clearance below bridge:15.4 ft. [4.7 m]
Skew angle:23°
Owner:State Toll Authority [31]
Year built:1956
Year reconstructed:1985
Historic significance:Historical significance is not determinable at this time [4]
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: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:9,466 [as of 2011]
Truck traffic:9% of total traffic
Deck condition:Very Good [8 out of 9]
Superstructure condition:Very Good [8 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Superior to present desirable criteria [9]
Underclearances appraisal:Basically intolerable requiring high priority of corrrective action [3]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Scour condition:Bridge not over waterway. [N]
Operating rating:87.8 tons [79.8 metric tons]
Inventory rating:52.9 tons [48.1 metric tons]
Sufficiency rating:93.5
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$2,226,000

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
July 201693.5FairVery GoodVery GoodSatisfactoryFO9466
July 201493.5FairVery GoodVery GoodSatisfactoryFO9463
July 201293.5FairVery GoodVery GoodSatisfactoryFO9730
June 201095.5FairVery GoodVery GoodSatisfactoryFO9730
July 200895.5FairVery GoodVery GoodSatisfactoryFO9730
July 200695.5FairVery GoodVery GoodSatisfactoryFO9730
August 200495.5GoodVery GoodVery GoodGoodFO9730
August 200295.5GoodVery GoodVery GoodGoodFO9730
June 200095.5GoodVery GoodVery GoodGoodFO9730
June 199895.5GoodVery GoodVery GoodGoodFO9730
April 199684.1FairSatisfactorySatisfactoryFairFO7600
April 199484.3FairSatisfactorySatisfactoryFairFO7600
March 199279.1FairSatisfactoryFairSatisfactoryFO7600
April 199090.2FairVery GoodVery GoodSatisfactoryFO7600