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SR 0065 SH over ALLEGHENY AVE, RP.B SB

Map 

Coordinates:
+40.44899, -80.01811
40°26'56" N, 80°01'05" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:SR 0065 SH over ALLEGHENY AVE, RP.B SB
Structure number:000000000000806
Old structure number:020065000400000 (from 1992 edition)
Location:N.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:82.0 ft. [25.0 m]
Deck width edge-to-edge:86.0 ft. [26.2 m]
Vertical clearance below bridge:15.1 ft. [4.6 m]
Skew angle:20°
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:17,323 [as of 2014]
Truck traffic:8% of total traffic
Deck condition:Fair [5 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:Superior to present desirable criteria [9]
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:98.8 tons [89.8 metric tons]
Inventory rating:59.8 tons [54.4 metric tons]
Evaluation:Functionally obsolete [2]
Sufficiency rating:81.0
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
May 201481.0Functionally obsoleteFairSatisfactoryFair17323
May 201279.0Functionally obsoleteSatisfactorySatisfactoryFair17879
May 201078.9Functionally obsoleteSatisfactorySatisfactoryFair18072
May 200878.4Functionally obsoleteSatisfactorySatisfactoryFair21125
May 200678.3Functionally obsoleteSatisfactorySatisfactoryFair21926
May 200478.3Functionally obsoleteSatisfactorySatisfactoryFair21709
May 200281.3Functionally obsoleteSatisfactorySatisfactoryFair21409
May 200081.4Functionally obsoleteSatisfactorySatisfactoryFair21030
20000.0Not applicable---7429
May 199881.5Functionally obsoleteSatisfactorySatisfactoryFair20658
May 199681.9Functionally obsoleteSatisfactorySatisfactoryFair18225
January 199664.8Structurally deficientSatisfactoryFairPoor17780
January 199464.9Structurally deficientSatisfactoryFairPoor17500
January 199262.7Structurally deficientSatisfactoryFairPoor26499