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RTE 907C over FOUNTAIN AVE, SPRING CRE

Map 

Coordinates:
+40.65517, -73.85969
40°39'19" N, 73°51'35" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:RTE 907C over FOUNTAIN AVE, SPRING CRE
Structure number:000000002231539
Location:907CX SHERIDAN AVE
Purpose:Carries highway and pedestrian walkway over highway and waterway
Route classification:Principal Arterial - Other Freeways or Expressways (Urban) [12]
Length of largest span:72.8 ft. [22.2 m]
Total length:337.0 ft. [102.7 m]
Roadway width between curbs:74.2 ft. [22.6 m]
Deck width edge-to-edge:87.6 ft. [26.7 m]
Vertical clearance below bridge:14.8 ft. [4.5 m]
Owner:State Highway Agency [01]
Year built:1941
Year reconstructed:1987
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Number of main spans:6
Main spans material:Steel [3]
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: December 2015 

Status:Open, no restriction [A]
Average daily traffic:147,443 [as of 2014]
Truck traffic:4% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Satisfactory [6 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:Meets minimum tolerable limits to be left in place as is [4]
Underclearances appraisal:Basically intolerable requiring high priority of corrrective action [3]
Water adequacy appraisal:Equal to present minimum criteria [6]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. [7]
Scour condition:Bridge is scour critical; bridge foundations determined to be unstable. [3]
Operating rating:71.8 tons [65.3 metric tons]
Inventory rating:42.9 tons [39.0 metric tons]
Evaluation:Functionally obsolete [2]
Sufficiency rating:66.0
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$6,750,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
December 201566.0Functionally obsoleteSatisfactorySatisfactoryFair147443
May 201466.0Functionally obsoleteGoodGoodFair146995
July 201366.0Functionally obsoleteGoodGoodFair146995
July 201250.0Structurally deficientSatisfactoryGoodPoor144300
September 201150.0Structurally deficientSatisfactoryGoodPoor142100
June 201050.0Structurally deficientSatisfactoryGoodPoor144707
May 200866.0Functionally obsoleteSatisfactoryGoodFair150821
April 200670.0Not deficientSatisfactoryGoodFair150214
June 200470.0Not deficientSatisfactoryGoodFair178836
June 200254.0Structurally deficientSatisfactoryGoodPoor130124
March 200078.1Not deficientSatisfactorySatisfactoryGood117821
June 199878.1Not deficientSatisfactorySatisfactoryGood123325
July 199646.2Structurally deficientFairFairPoor134223
April 199446.2Structurally deficientFairFairPoor125320
June 199247.2Structurally deficientSatisfactorySatisfactoryPoor89600
July 199061.1Functionally obsoleteFairFairFair89600