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RTE 907C over SHELL ROAD, STILLWELL AV

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, STILLWELL AV
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:11°
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: October 2016 

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:152,325 [as of 2011]
Truck traffic:5% 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:91.0 tons [82.7 metric tons]
Inventory rating:36.0 tons [32.7 metric tons]
Sufficiency rating:63.0
Recommended work:Bridge deck replacement with only incidental widening. [37]
Estimated cost of work:$107,680,000

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
October 201663.0FairFairFairFairFO152325
September 201458.1FairFairFairFairFO151735
September 201258.1FairFairFairFairFO152300
December 201058.1FairFairFairFairFO146102
September 200858.1FairFairFairFairFO146102
July 200658.1FairFairFairFairFO146102
July 200458.1FairFairFairFairFO146102
July 200258.1FairFairFairFairFO150305
October 200056.1PoorPoorFairFairSD156519
December 199870.1GoodGoodGoodGoodFO156519
November 199639.9PoorPoorPoorPoor-120657
October 199454.9PoorPoorPoorPoor-123239
November 199254.9PoorPoorPoorPoor-120000
January 199090.0-----120000