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EAST 176TH STREET over RTE I95

Map 

Coordinates:
+40.84333, -73.89167
40°50'36" N, 73°53'30" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:EAST 176TH STREET over RTE I95
Structure number:000000001066370
Location:1.9 MI E I87+I95
Purpose:Carries highway and pedestrian walkway over highway
Route classification:Local (Urban) [19]
Length of largest span:87.9 ft. [26.8 m]
Total length:96.8 ft. [29.5 m]
Roadway width between curbs:34.1 ft. [10.4 m]
Deck width edge-to-edge:485.6 ft. [148.0 m]
Vertical clearance below bridge:15.1 ft. [4.6 m]
Owner:State Highway Agency [01]
Year built:1958
Year reconstructed:1975
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Main span material:Concrete [1]
Main span design:Frame [07]
Deck type:Not applicable [N]
Wearing surface:Bituminous [6]

Latest Available Inspection: August 2015 

Status:Open, no restriction [A]
Truck traffic:4% of total traffic
Superstructure condition:Serious [3 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Basically intolerable requiring high priority of corrrective action [3]
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 replacement [2]
Roadway alignment appraisal:Meets minimum tolerable limits to be left in place as is [4]
Scour condition:Bridge not over waterway. [N]
Operating rating:92.4 tons [84.0 metric tons]
Inventory rating:21.6 tons [19.6 metric tons]
Evaluation:Structurally deficient [1]
Sufficiency rating:34.1
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$68,465,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
August 201534.1Structurally deficient-SeriousSatisfactory-
March 201448.8Structurally deficient-SeriousSatisfactory1614
June 201348.8Structurally deficient-SeriousSatisfactory1614
March 201248.8Structurally deficient-SeriousSatisfactory1614
June 201148.8Structurally deficient-SeriousSatisfactory1614
May 201048.8Structurally deficient-SeriousSatisfactory1614
June 200948.8Structurally deficient-SeriousSatisfactory1614
April 200848.8Structurally deficient-SeriousSatisfactory1614
June 200748.8Structurally deficient-SeriousSatisfactory1614
June 200648.8Structurally deficient-SeriousSatisfactory1614
August 200548.8Structurally deficient-SeriousFair1614
July 200448.8Structurally deficient-SeriousSatisfactory1614
July 200348.8Structurally deficient-SeriousSatisfactory1614
July 200248.9Structurally deficient-SeriousSatisfactory1242
June 200146.8Structurally deficientSeriousSeriousSatisfactory1242
March 200046.8Structurally deficientSeriousSeriousSatisfactory1403
July 199931.7Structurally deficientSeriousSeriousSatisfactory1403
June 199831.7Structurally deficientSeriousSeriousSatisfactory1403
July 199731.7Structurally deficientSeriousSeriousSatisfactory1403
April 199633.4Structurally deficient-SeriousFair1403
April 199533.5Structurally deficient-SeriousFair1400
April 199433.5Structurally deficient-SeriousFair1400
June 199333.5Structurally deficient-SeriousFair1400
September 199233.5Structurally deficient-SeriousFair1400
August 199148.6Structurally deficient-PoorFair1400