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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

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
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

Element Data

Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.
ElementUnitsQuantity1. Good2. Fair3. Poor4. Serious
Superstructure
Steel Girder/Beamlinear ft.6,9301,3495,3112700
Steel Protective Coatingsq. ft.161,297161,297000
Deck
Reinforced Concrete Decksq. ft.37,905037,90500
Superstructure
Steel Pin or Pin & Hangar Assemblyeach7837500
Steel Protective Coatingsq. ft.139,791139,791000
Substructure
Reinforced Concrete Columneach2827010
Reinforced Concrete Abutmentlinear ft.7575000
Steel Pier Caplinear ft.3693733200
Steel Protective Coatingsq. ft.96,77896,778000
Reinforced Concrete Pier Caplinear ft.185181040
Joints
Compression Jointlinear ft.5254962027
Bearings
Movable Bearingeach126600
Steel Protective Coatingsq. ft.21,50621,506000
Fixed Bearingeach9090000
Steel Protective Coatingsq. ft.150,544150,544000
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.2,3102,310000