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PARKWAY CENT SH over BRADY STREET& PED. TRAIL

Map

Coordinates:
+40.43333, -79.96667
40°25'60" N, 79°58'00" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts

Name:PARKWAY CENT SH over BRADY STREET& PED. TRAIL
Structure number:000000000001143
Old structure number:020376002005250 (from 1992 edition)
Location:OVER B & O R R & BRADY ST
Purpose:Carries highway over highway
Route classification:Principal Arterial - Interstate (Urban) [11]
Length of largest span:84.0 ft. [25.6 m]
Total length:1154.9 ft. [352.0 m]
Roadway width between curbs:30.8 ft. [9.4 m]
Deck width edge-to-edge:35.1 ft. [10.7 m]
Vertical clearance above deck:14.1 ft. [4.3 m]
Vertical clearance below bridge:22.3 ft. [6.8 m]
Skew angle:99°
Owner:State Highway Agency [01]
Year built:1956
Year reconstructed:1985
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Number of main spans:15
Main spans material:Steel continuous [4]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: August 2015

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:23,743 [as of 2015]
Truck traffic:8% 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:Basically intolerable requiring high priority of corrrective action [3]
Underclearances appraisal:Superior to present desirable criteria [9]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Scour condition:Bridge not over waterway. [N]
Operating rating:65.9 tons [59.9 metric tons]
Inventory rating:38.9 tons [35.4 metric tons]
Sufficiency rating:57.1
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$2,000

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
August 201557.1FairGoodSatisfactoryFairFO23743
August 201369.2FairGoodSatisfactorySatisfactoryFO25037
August 201169.1FairGoodSatisfactoryGoodFO25535
August 200966.4FairGoodSatisfactoryGoodFO34061
August 200760.0FairGoodSatisfactoryGoodFO43659
August 200549.0FairGoodSatisfactoryFairFO39915
August 200349.0FairGoodSatisfactoryFairFO39217
August 200149.0FairGoodSatisfactoryFairFO37326
August 199960.0FairGoodSatisfactorySatisfactoryFO61597
August 199742.2FairGoodSatisfactorySatisfactoryFO59031