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SOUTH NEGLEY AV over N-S RR & PAT EBUSWAY

Map 

Coordinates:
+40.45500, -79.87333
40°27'18" N, 79°52'24" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:SOUTH NEGLEY AV over N-S RR & PAT EBUSWAY
Structure number:000000000002453
Old structure number:027301000031020 (from 1992 edition)
Location:301102 BTCENTRE&ELLSWORTH
Purpose:Carries highway and pedestrian walkway over highway and railroad
Route classification:Minor Arterial (Urban) [16]
Length of largest span:104.0 ft. [31.7 m]
Total length:106.0 ft. [32.3 m]
Roadway width between curbs:29.9 ft. [9.1 m]
Deck width edge-to-edge:49.9 ft. [15.2 m]
Vertical clearance below bridge:13.1 ft. [4.0 m]
Skew angle:17°
Owner:City or Municipal Highway Agency [04]
Year built:1924
Year reconstructed:1973
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Main span material:Steel [3]
Main span design:Truss - Thru [10]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: November 2013 

Status:Open, no restriction [A]
Average daily traffic:15,000 [as of 2005]
Truck traffic:5% of total traffic
Deck condition:Fair [5 out of 9]
Superstructure condition:Fair [5 out of 9]
Substructure condition:Poor [4 out of 9]
Structural appraisal:Meets minimum tolerable limits to be left in place as is [4]
Deck geometry appraisal:Basically intolerable requiring high priority of corrrective action [3]
Underclearances appraisal:Basically intolerable requiring high priority of corrrective action [3]
Roadway alignment appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Scour condition:Bridge not over waterway. [N]
Operating rating:63.8 tons [58.0 metric tons]
Inventory rating:37.8 tons [34.4 metric tons]
Evaluation:Structurally deficient [1]
Sufficiency rating:42.6
Recommended work:Other structural work, including hydraulic replacements. [38]

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
November 201342.6Structurally deficientFairFairPoor15000
November 201142.6Structurally deficientFairFairPoor15000
November 200942.6Structurally deficientFairFairPoor15000
November 200744.9Structurally deficientSatisfactoryFairPoor15000
November 200544.9Structurally deficientSatisfactoryFairPoor15000
November 200344.9Structurally deficientSatisfactoryFairPoor15000
November 200144.9Structurally deficientSatisfactoryFairPoor15000
November 199944.9Structurally deficientSatisfactoryFairPoor15000
November 199744.9Structurally deficientSatisfactorySatisfactoryPoor15000
August 199644.9Structurally deficientSatisfactorySatisfactoryPoor15000
November 199547.1Structurally deficientGoodSatisfactoryPoor15000
November 199347.1Structurally deficientGoodSatisfactoryPoor15000
November 199147.1Structurally deficientGoodSatisfactoryPoor15000