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28-279 CONNECTOR over SR 279 AND MADISON AVE

Map 

Coordinates:
+40.50000, -80.00000
40°30'00" N, 80°00'00" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:28-279 CONNECTOR over SR 279 AND MADISON AVE
Structure number:000000000045110
Old structure number:028108079001390 (from 1992 edition)
Location:NORTH SIDE
Purpose:Carries highway over highway
Route classification:Principal Arterial - Interstate (Urban) [11]
Length of largest span:167.0 ft. [50.9 m]
Total length:455.1 ft. [138.7 m]
Roadway width between curbs:25.3 ft. [7.7 m]
Deck width edge-to-edge:28.2 ft. [8.6 m]
Vertical clearance above deck:16.4 ft. [5.0 m]
Vertical clearance below bridge:14.8 ft. [4.5 m]
Owner:State Highway Agency [01]
Year built:2008
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:2
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: October 2014 

Status:Open, no restriction [A]
Average daily traffic:14,880 [as of 2014]
Truck traffic:7% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Very Good [8 out of 9]
Substructure condition:Very Good [8 out of 9]
Structural appraisal:Equal to present desirable criteria [8]
Deck geometry appraisal:Basically intolerable requiring high priority of replacement [2]
Underclearances appraisal:Basically intolerable requiring high priority of corrrective action [3]
Roadway alignment appraisal:Equal to present minimum criteria [6]
Scour condition:Bridge not over waterway. [N]
Operating rating:78.8 tons [71.6 metric tons]
Inventory rating:46.9 tons [42.6 metric tons]
Sufficiency rating:91.2
Recommended work:Other structural work, including hydraulic replacements. [38]

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
October 201491.2Not deficientGoodVery GoodVery Good14880
October 201291.9Not deficientVery GoodExcellentExcellent2401
October 201095.0Not deficientVery GoodExcellentExcellent303
October 200899.0Not deficientExcellentExcellentExcellent303