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SOUTH MILLVALE AV over N-S RR,E BUSWAY,GROSS ST

Map

Coordinates:
+40.45701, -79.94748
40°27'25" N, 79°56'51" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts

Name:SOUTH MILLVALE AV over N-S RR,E BUSWAY,GROSS ST
Structure number:000000000002452
Old structure number:027301000031010 (from 1992 edition)
Location:301101 S MILLVALE AVE BRG
Purpose:Carries highway and pedestrian walkway over highway and railroad
Route classification:Local (Urban) [19]
Length of largest span:89.9 ft. [27.4 m]
Total length:460.0 ft. [140.2 m]
Roadway width between curbs:36.1 ft. [11.0 m]
Deck width edge-to-edge:56.1 ft. [17.1 m]
Vertical clearance below bridge:55.1 ft. [16.8 m]
Owner:City or Municipal Highway Agency [04]
Year built:1927
Year reconstructed:2007
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 22.5 / HS 25 [9]
Number of main spans:7
Main spans material:Steel [3]
Main spans design:Girder and floorbeam system [03]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: March 2016

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:5,525 [as of 2006]
Truck traffic:6% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Fair [5 out of 9]
Substructure condition:Satisfactory [6 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:Superior to present desirable criteria [9]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Scour condition:Bridge not over waterway. [N]
Operating rating:44.9 tons [40.8 metric tons]
Inventory rating:27.0 tons [24.5 metric tons]
Sufficiency rating:76.1
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$1,756,000

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
March 201676.1FairGoodFairSatisfactory-5525
March 201475.9FairGoodFairSatisfactory-5525
March 201275.4FairVery GoodFairSatisfactory-5525
March 201076.1FairVery GoodFairSatisfactory-5525
March 200876.1FairVery GoodFairSatisfactory-5525
August 200653.3PoorFairPoorPoorSD5525
September 200557.2PoorFairPoorPoorSD5525
October 200457.2PoorFairPoorPoorSD5525
November 200357.2PoorFairPoorPoorSD5525
November 200258.2PoorSatisfactoryPoorPoorSD5525
November 200158.2PoorSatisfactoryPoorPoorSD5525
December 200058.2PoorSatisfactoryPoorPoorSD5525
December 199858.2PoorSatisfactoryPoorPoorSD5525
December 199758.2PoorSatisfactoryPoorPoorSD5525
December 199658.2PoorSatisfactoryPoorPoorSD5525
July 199546.7PoorSatisfactoryPoorPoorSD5525
June 199446.7PoorSatisfactoryPoorPoorSD5525
July 199346.7PoorSatisfactoryPoorPoorSD5525
July 199246.7PoorSatisfactoryPoorPoorSD5525
July 199146.8PoorSatisfactoryPoorPoorSD5400