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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 

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]
Evaluation:Functionally obsolete [2]
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. ratingEvaluationDeckSuper.Sub.ADT
August 201557.1Functionally obsoleteGoodSatisfactoryFair23743
August 201369.2Functionally obsoleteGoodSatisfactorySatisfactory25037
August 201169.1Functionally obsoleteGoodSatisfactoryGood25535
August 200966.4Functionally obsoleteGoodSatisfactoryGood34061
August 200760.0Functionally obsoleteGoodSatisfactoryGood43659
August 200549.0Functionally obsoleteGoodSatisfactoryFair39915
August 200349.0Functionally obsoleteGoodSatisfactoryFair39217
August 200149.0Functionally obsoleteGoodSatisfactoryFair37326
August 199960.0Functionally obsoleteGoodSatisfactorySatisfactory61597
August 199742.2Functionally obsoleteGoodSatisfactorySatisfactory59031