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RTE 907C over HENDRIX CREEK, SVE RD TO

Map 

Coordinates:
+40.64672, -73.87345
40°38'48" N, 73°52'24" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:RTE 907C over HENDRIX CREEK, SVE RD TO
Structure number:000000002231529
Location:907CX HENDRIX 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:54.8 ft. [16.7 m]
Total length:303.8 ft. [92.6 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:46.9 ft. [14.3 m]
Skew angle:25°
Owner:State Highway Agency [01]
Year built:1941
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Number of main spans:7
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: August 2014 

Status:Open, no restriction [A]
Average daily traffic:139,338 [as of 2011]
Truck traffic:4% of total traffic
Deck condition:Good [7 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:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
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]
Pier/abutment protection:In place but in a deteriorated condition [3]
Scour condition:Bridge is scour critical; bridge foundations determined to be unstable. [3]
Operating rating:58.9 tons [53.5 metric tons]
Inventory rating:36.0 tons [32.7 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:$5,819,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
August 201466.0Functionally obsoleteGoodSatisfactoryFair139338
August 201266.0Functionally obsoleteSatisfactorySatisfactoryFair139600
August 201066.0Functionally obsoleteSatisfactorySatisfactoryFair147054
November 200866.0Functionally obsoleteSatisfactorySatisfactoryFair147054
August 200670.0Not deficientSatisfactorySatisfactoryFair144231
August 200470.0Not deficientSatisfactorySatisfactoryFair117948
June 200270.0Not deficientSatisfactorySatisfactoryFair130124
September 200069.3Not deficientSatisfactorySatisfactoryFair131042
October 199869.3Not deficientSatisfactorySatisfactoryFair123325
August 199651.2Structurally deficientPoorFairPoor132961
November 199440.5Structurally deficientPoorFairPoor117936
July 199242.5Structurally deficientFairFairPoor106851
August 199050.1Structurally deficientSatisfactorySatisfactoryPoor106851