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CROPSEY AVE over RTE 907C, RTE 907C

Map 

Coordinates:
+40.58425, -73.98679
40°35'03" N, 73°59'12" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:CROPSEY AVE over RTE 907C, RTE 907C
Structure number:000000002231340
Location:JCT SHORE PKY+CROPSEY AVE
Purpose:Carries highway and pedestrian walkway over highway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:63.0 ft. [19.2 m]
Total length:128.9 ft. [39.3 m]
Roadway width between curbs:77.1 ft. [23.5 m]
Deck width edge-to-edge:102.0 ft. [31.1 m]
Vertical clearance below bridge:13.5 ft. [4.1 m]
Skew angle:43°
Owner:City or Municipal Highway Agency [04]
Year built:1941
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:M 18 / H 20 [4]
Number of main spans:2
Main spans material:Steel [3]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: June 2016 

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:136,214 [as of 2011]
Truck traffic:7% of total traffic
Deck condition:Fair [5 out of 9]
Superstructure condition:Good [7 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 minimum criteria [6]
Scour condition:Bridge not over waterway. [N]
Operating rating:77.9 tons [70.8 metric tons]
Inventory rating:45.9 tons [41.7 metric tons]
Sufficiency rating:93.0
Recommended work:Bridge deck rehabilitation with only incidental widening. [36]
Estimated cost of work:$991,000

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
June 201693.0FairFairGoodGoodFO136214
July 201493.0FairFairGoodGoodFO136180
June 201293.0FairFairGoodGoodFO136500
June 201093.0FairFairSatisfactoryGoodFO28017
July 200893.0FairFairGoodGoodFO28817
March 200693.0FairFairGoodGoodFO28017
April 200493.0FairFairGoodGoodFO28017
April 200292.0FairFairSatisfactorySatisfactoryFO28017
October 200091.3FairFairSatisfactorySatisfactoryFO24649
December 199885.6FairSatisfactoryGoodGoodFO24649
November 199666.0PoorPoorFairFairSD20450
November 199449.3PoorPoorFairFairSD20450
October 199250.3FairSatisfactoryFairFairFO20450
December 199149.3FairVery GoodFairFairFO20450