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SR 0065 SH over ALLEHGHENY AV.& RP.B SB

Map 

Coordinates:
+40.44874, -80.01804
40°26'55" N, 80°01'05" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:SR 0065 SH over ALLEHGHENY AV.& RP.B SB
Structure number:000000000000813
Old structure number:020065000500000 (from 1992 edition)
Location:1039 S.B. O/ALLEGHENY AVE
Purpose:Carries highway over highway
Route classification:Principal Arterial - Other Freeways or Expressways (Urban) [12]
Length of largest span:128.0 ft. [39.0 m]
Total length:132.9 ft. [40.5 m]
Roadway width between curbs:59.4 ft. [18.1 m]
Deck width edge-to-edge:63.7 ft. [19.4 m]
Vertical clearance below bridge:14.4 ft. [4.4 m]
Owner:State Highway Agency [01]
Year built:1968
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Main span material:Steel [3]
Main span design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Latex Concrete or similar additive [3]

Latest Available Inspection: May 2016 

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:16,853 [as of 2016]
Truck traffic:6% 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]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Scour condition:Bridge not over waterway. [N]
Operating rating:105.8 tons [96.2 metric tons]
Inventory rating:63.9 tons [58.1 metric tons]
Sufficiency rating:79.0
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$531,000

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
May 201679.0FairSatisfactorySatisfactoryFairFO16853
May 201482.0FairSatisfactorySatisfactoryFairFO17235
May 201282.0FairSatisfactorySatisfactoryFairFO17787
May 201082.0FairSatisfactorySatisfactoryFairFO17979
May 200881.8FairSatisfactorySatisfactoryFairFO21015
May 200681.7FairSatisfactorySatisfactoryFairFO21926
May 200480.5FairSatisfactorySatisfactoryFairFO21709
May 200280.8FairSatisfactorySatisfactoryFairFO18897
May 200080.8FairSatisfactorySatisfactoryFairFO18562
May 199880.9FairSatisfactorySatisfactoryFairFO18234
May 199680.9FairSatisfactorySatisfactoryFairFO18225
January 199664.8PoorSatisfactoryFairPoorSD17780
January 199464.9PoorSatisfactoryFairPoorSD17500
January 199265.2PoorSatisfactoryFairPoorSD14468