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GREAVES AVENUE over SIRT SOUTH SHOR

Map 

Coordinates:
+40.55268, -74.14552
40°33'10" N, 74°08'44" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:GREAVES AVENUE over SIRT SOUTH SHOR
Structure number:000000002249370
Location:IN GREAT KILLS
Purpose:Carries highway over railroad
Route classification:Local (Urban) [19]
Length of largest span:48.9 ft. [14.9 m]
Total length:53.2 ft. [16.2 m]
Roadway width between curbs:34.1 ft. [10.4 m]
Deck width edge-to-edge:49.9 ft. [15.2 m]
Vertical clearance below bridge:16.7 ft. [5.1 m]
Skew angle:11°
Owner:Other Local Agencies [25]
Year built:2002
Historic significance:Historical significance is not determinable at this time [4]
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: August 2015 

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Truck traffic:4% of total traffic
Deck condition:Excellent [9 out of 9]
Superstructure condition:Excellent [9 out of 9]
Substructure condition:Very Good [8 out of 9]
Structural appraisal:Equal to present desirable criteria [8]
Deck geometry appraisal:Superior to present desirable criteria [9]
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]
Inventory rating:73.8 tons [67.1 metric tons]
Sufficiency rating:95.0
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$1,492,000

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
August 201595.0GoodExcellentExcellentVery GoodFO-
August 201392.6GoodExcellentExcellentVery GoodFO7393
August 201192.6GoodExcellentExcellentVery GoodFO7393
August 200992.6GoodExcellentExcellentVery Good-7393
November 200792.6GoodExcellentExcellentVery Good-7393
October 200592.6GoodExcellentExcellentExcellent-7393
October 200392.6GoodExcellentExcellentExcellent-7393
July 200195.6GoodExcellentExcellentExcellent-7393
June 200063.6PoorFairFairPoorSD7393
September 199963.6PoorFairFairPoorSD7393
September 199863.6PoorFairFairPoorSD7393
September 199748.3PoorFairFairSeriousSD7393
September 199646.6PoorPoorPoorSeriousSD500
August 199546.6PoorPoorPoorSeriousSD500
November 199348.1PoorSeriousPoorSeriousSD500
September 199130.7PoorSeriousPoorSeriousSD500