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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 2014 

Status:Open, no restriction [A]
Average daily traffic:17,235 [as of 2014]
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:105.7 tons [96.1 metric tons]
Inventory rating:63.8 tons [58.0 metric tons]
Evaluation:Functionally obsolete [2]
Sufficiency rating:82.0
Recommended work:Other structural work, including hydraulic replacements. [38]
Estimated cost of work:$1,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
May 201482.0Functionally obsoleteSatisfactorySatisfactoryFair17235
May 201282.0Functionally obsoleteSatisfactorySatisfactoryFair17787
May 201082.0Functionally obsoleteSatisfactorySatisfactoryFair17979
May 200881.8Functionally obsoleteSatisfactorySatisfactoryFair21015
May 200681.7Functionally obsoleteSatisfactorySatisfactoryFair21926
May 200480.5Functionally obsoleteSatisfactorySatisfactoryFair21709
May 200280.8Functionally obsoleteSatisfactorySatisfactoryFair18897
May 200080.8Functionally obsoleteSatisfactorySatisfactoryFair18562
20000.0Not applicable---7429
May 199880.9Functionally obsoleteSatisfactorySatisfactoryFair18234
May 199680.9Functionally obsoleteSatisfactorySatisfactoryFair18225
January 199664.8Structurally deficientSatisfactoryFairPoor17780
January 199464.9Structurally deficientSatisfactoryFairPoor17500
January 199265.2Structurally deficientSatisfactoryFairPoor14468