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RTE 907C over RTE 907C, RTE 907C, SERV

Map 

Coordinates:
+40.58441, -73.96158
40°35'04" N, 73°57'42" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:RTE 907C over RTE 907C, RTE 907C, SERV
Structure number:000000002231370
Location:.3MI E BELT PKY+OCEAN PKY
Purpose:Carries highway and pedestrian walkway over highway
Route classification:Principal Arterial - Other Freeways or Expressways (Urban) [12]
Length of largest span:82.0 ft. [25.0 m]
Total length:291.7 ft. [88.9 m]
Roadway width between curbs:23.6 ft. [7.2 m]
Deck width edge-to-edge:37.1 ft. [11.3 m]
Vertical clearance below bridge:14.4 ft. [4.4 m]
Skew angle:40°
Owner:City or Municipal Highway Agency [04]
Year built:1942
Year reconstructed:2012
Historic significance:Historical significance is not determinable at this time [4]
Design load:MS 22.5 / HS 25 [9]
Number of main spans:4
Main spans material:Steel continuous [4]
Main spans 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: September 2016 

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Truck traffic:5% of total traffic
Deck condition:Excellent [9 out of 9]
Superstructure condition:Excellent [9 out of 9]
Substructure condition:Excellent [9 out of 9]
Structural appraisal:Superior to present desirable criteria [9]
Deck geometry appraisal:Equal to present minimum criteria [6]
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:95.8 tons [87.1 metric tons]
Inventory rating:44.9 tons [40.8 metric tons]
Sufficiency rating:95.0
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$6,089,000

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
September 201695.0GoodExcellentExcellentExcellent--
September 201495.0GoodExcellentExcellentExcellent-8607
September 201274.0GoodExcellentExcellentExcellentFO8607
April 201217.0PoorPoorPoorSatisfactorySD8607
March 201117.0PoorPoorPoorSatisfactorySD8607
November 200917.0PoorPoorPoorSatisfactorySD8607
August 200848.5PoorPoorFairSatisfactorySD8607
September 200748.5PoorPoorFairSatisfactorySD8607
May 200648.5PoorPoorFairSatisfactorySD8607
May 200435.5PoorPoorFairSatisfactorySD8607
May 200235.5PoorPoorFairSatisfactorySD8607
May 200045.5PoorPoorSatisfactorySatisfactorySD7413
June 199820.5PoorPoorFairPoorSD7413
March 199620.3PoorSeriousPoorPoorSD7854
April 199440.0PoorSeriousPoorPoorSD600
February 199240.0PoorSeriousPoorPoorSD600
June 199048.6PoorPoorPoorPoorSD600