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RTE 907M over LITTLE NECK PKWY

Map 

Coordinates:
+40.75412, -73.72290
40°45'15" N, 73°43'22" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:RTE 907M over LITTLE NECK PKWY
Structure number:000000001065169
Location:.9 MI NE GCP+CRS ISL PKWY
Purpose:Carries highway over highway
Route classification:Principal Arterial - Other Freeways or Expressways (Urban) [12]
Length of largest span:95.8 ft. [29.2 m]
Total length:100.7 ft. [30.7 m]
Roadway width between curbs:109.9 ft. [33.5 m]
Deck width edge-to-edge:116.1 ft. [35.4 m]
Vertical clearance below bridge:16.1 ft. [4.9 m]
Skew angle:28°
Owner:State Highway Agency [01]
Year built:1971
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:Concrete Cast-in-Place [1]
Wearing surface:Integral Concrete (separate non-modified layer of concrete added to structural deck) [2]

Latest Available Inspection: April 2014 

Status:Open, no restriction [A]
Average daily traffic:129,274 [as of 2011]
Truck traffic:4% of total traffic
Deck condition:Fair [5 out of 9]
Superstructure condition:Good [7 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:Meets minimum tolerable limits to be left in place as is [4]
Roadway alignment appraisal:Equal to present minimum criteria [6]
Scour condition:Bridge not over waterway. [N]
Operating rating:69.9 tons [63.5 metric tons]
Inventory rating:40.9 tons [37.2 metric tons]
Sufficiency rating:89.7
Recommended work:Bridge deck replacement with only incidental widening. [37]
Estimated cost of work:$7,783,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
April 201489.7Not deficientFairGoodSatisfactory129274
April 201289.7Not deficientFairVery GoodSatisfactory129600
April 201090.1Not deficientFairVery GoodSatisfactory121022
May 200890.1Not deficientFairVery GoodSatisfactory121022
April 200689.4Not deficientFairGoodSatisfactory136100
February 200489.4Not deficientFairGoodSatisfactory156093
February 200289.8Not deficientFairGoodSatisfactory149006
February 200089.8Not deficientFairSatisfactorySatisfactory149006
March 199877.2Not deficientFairGoodFair157514
March 199651.0Structurally deficientPoorSatisfactoryPoor144530
February 199456.9Structurally deficientFairSatisfactoryPoor112650
March 199272.5Not deficientFairFairFair150633
May 199073.7Not deficientFairSatisfactoryFair150633