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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:55.8 ft. [17.0 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 2014 

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:26.8 tons [24.4 metric tons]
Sufficiency rating:75.9
Recommended work:Other structural work, including hydraulic replacements. [38]
Estimated cost of work:$2,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
March 201475.9Not deficientGoodFairSatisfactory5525
March 201275.4Not deficientVery GoodFairSatisfactory5525
March 201076.1Not deficientVery GoodFairSatisfactory5525
March 200876.1Not deficientVery GoodFairSatisfactory5525
August 200653.3Structurally deficientFairPoorPoor5525
September 200557.2Structurally deficientFairPoorPoor5525
October 200457.2Structurally deficientFairPoorPoor5525
November 200357.2Structurally deficientFairPoorPoor5525
November 200258.2Structurally deficientSatisfactoryPoorPoor5525
November 200158.2Structurally deficientSatisfactoryPoorPoor5525
December 200058.2Structurally deficientSatisfactoryPoorPoor5525
20000.0Not applicable---200
December 199858.2Structurally deficientSatisfactoryPoorPoor5525
December 199758.2Structurally deficientSatisfactoryPoorPoor5525
December 199658.2Structurally deficientSatisfactoryPoorPoor5525
July 199546.7Structurally deficientSatisfactoryPoorPoor5525
June 199446.7Structurally deficientSatisfactoryPoorPoor5525
July 199346.7Structurally deficientSatisfactoryPoorPoor5525
July 199246.7Structurally deficientSatisfactoryPoorPoor5525
July 199146.8Structurally deficientSatisfactoryPoorPoor5400