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RTE 907C over SHELL ROAD, BMT STORAGE

Map 

Coordinates:
+40.58280, -73.97450
40°34'58" N, 73°58'28" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:RTE 907C over SHELL ROAD, BMT STORAGE
Structure number:000000002231359
Location:.7 MI W SHORE PKY+OCEAN P
Purpose:Carries highway over highway and railroad
Route classification:Principal Arterial - Other Freeways or Expressways (Urban) [12]
Length of largest span:112.9 ft. [34.4 m]
Total length:2740.3 ft. [835.2 m]
Roadway width between curbs:69.9 ft. [21.3 m]
Deck width edge-to-edge:78.4 ft. [23.9 m]
Vertical clearance above deck:13.1 ft. [4.0 m]
Vertical clearance below bridge:14.4 ft. [4.4 m]
Skew angle:99°
Owner:State Highway Agency [01]
Year built:1941
Year reconstructed:1988
Historic significance:Historical significance is not determinable at this time [4]
Design load:MS 18 / HS 20 [5]
Number of main spans:37
Main spans material:Steel [3]
Main spans design:Girder and floorbeam system [03]
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: September 2014 

Status:Open, no restriction [A]
Average daily traffic:151,735 [as of 2011]
Truck traffic:4% of total traffic
Deck condition:Fair [5 out of 9]
Superstructure condition:Fair [5 out of 9]
Substructure condition:Fair [5 out of 9]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal:Basically intolerable requiring high priority of replacement [2]
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:44.9 tons [40.8 metric tons]
Inventory rating:28.9 tons [26.3 metric tons]
Evaluation:Functionally obsolete [2]
Sufficiency rating:58.1
Recommended work:Bridge deck replacement with only incidental widening. [37]
Estimated cost of work:$137,127,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
September 201458.1Functionally obsoleteFairFairFair151735
September 201258.1Functionally obsoleteFairFairFair152300
December 201058.1Functionally obsoleteFairFairFair146102
September 200858.1Functionally obsoleteFairFairFair146102
July 200658.1Functionally obsoleteFairFairFair146102
July 200458.1Functionally obsoleteFairFairFair146102
July 200258.1Functionally obsoleteFairFairFair150305
October 200056.1Structurally deficientPoorFairFair156519
December 199870.1Functionally obsoleteGoodGoodGood156519
November 199639.9Not deficientPoorPoorPoor120657
October 199454.9Not deficientPoorPoorPoor123239
November 199254.9Not deficientPoorPoorPoor120000
January 199090.0Not deficient---120000