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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: July 2014 

Status:Open, no restriction [A]
Average daily traffic:136,180 [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]
Evaluation:Functionally obsolete [2]
Sufficiency rating:93.0
Recommended work:Bridge deck rehabilitation with only incidental widening. [36]
Estimated cost of work:$2,640,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
July 201493.0Functionally obsoleteFairGoodGood136180
June 201293.0Functionally obsoleteFairGoodGood136500
June 201093.0Functionally obsoleteFairSatisfactoryGood28017
July 200893.0Functionally obsoleteFairGoodGood28817
March 200693.0Functionally obsoleteFairGoodGood28017
April 200493.0Functionally obsoleteFairGoodGood28017
April 200292.0Functionally obsoleteFairSatisfactorySatisfactory28017
October 200091.3Functionally obsoleteFairSatisfactorySatisfactory24649
December 199885.6Functionally obsoleteSatisfactoryGoodGood24649
November 199666.0Structurally deficientPoorFairFair20450
November 199449.3Structurally deficientPoorFairFair20450
October 199250.3Functionally obsoleteSatisfactoryFairFair20450
December 199149.3Functionally obsoleteVery GoodFairFair20450