Share:

UNDERCLIFF AVE over RTE I95

Map 

Coordinates:
+40.84483, -73.92481
40°50'41" N, 73°55'29" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:UNDERCLIFF AVE over RTE I95
Structure number:000000001066210
Location:JCT I87+I95
Purpose:Carries highway and pedestrian walkway over highway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:129.9 ft. [39.6 m]
Total length:129.9 ft. [39.6 m]
Roadway width between curbs:34.1 ft. [10.4 m]
Deck width edge-to-edge:55.1 ft. [16.8 m]
Vertical clearance below bridge:14.1 ft. [4.3 m]
Skew angle:27°
Owner:State Highway Agency [01]
Year built:1962
Year reconstructed:2012
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Main span material:Steel [3]
Main span design:Stringer/Multi-beam or girder [02]
Deck type:Not applicable [N]
Wearing surface:Bituminous [6]

Latest Available Inspection: January 2016 

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:3,994 [as of 2011]
Truck traffic:6% of total traffic
Deck condition:Excellent [9 out of 9]
Superstructure condition:Excellent [9 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Better than present minimum criteria [7]
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:Equal to present desirable criteria [8]
Scour condition:Bridge not over waterway. [N]
Operating rating:92.8 tons [84.4 metric tons]
Inventory rating:54.9 tons [49.9 metric tons]
Sufficiency rating:87.8
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$4,024,000

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
January 201687.8GoodExcellentExcellentGood-3994
January 201486.8GoodExcellentExcellentExcellent-3990
February 201286.8GoodExcellentExcellentExcellent-4000
February 201078.8FairFairFairSatisfactoryFO3694
March 200878.8FairFairFairSatisfactoryFO3656
March 200679.8Fair-FairSatisfactoryFO3694
March 200479.8Fair-FairSatisfactoryFO3694
May 200279.8Fair-FairSatisfactoryFO3694
June 200078.8FairFairFairSatisfactoryFO3694
June 199878.8FairFairFairSatisfactoryFO3694
March 199666.9Poor-PoorFairSD1000
April 199466.9Poor-PoorFairSD1000
April 199264.7Poor-PoorFairSD1000
March 199064.7Poor-PoorFairSD1000