EAST ST over I-279(LR 1021-3)


+40.50000, -80.00000
40°30'00" N, 80°00'00" W


Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:EAST ST over I-279(LR 1021-3)
Structure number:000000000001062
Old structure number:027301000031370 (from 1992 edition)
Location:D11137 OVER I-279
Purpose:Carries highway and pedestrian walkway over highway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:174.9 ft. [53.3 m]
Total length:450.2 ft. [137.2 m]
Roadway width between curbs:35.1 ft. [10.7 m]
Deck width edge-to-edge:45.6 ft. [13.9 m]
Vertical clearance below bridge:44.9 ft. [13.7 m]
Skew angle:28°
Owner:City or Municipal Highway Agency [04]
Year built:1986
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:3
Main spans material:Steel continuous [4]
Main spans design:Frame [07]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: April 2015

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:2,000 [as of 2007]
Truck traffic:10% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Basically intolerable requiring high priority of replacement [2]
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:72.8 tons [66.2 metric tons]
Inventory rating:43.9 tons [39.9 metric tons]
Sufficiency rating:80.6
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
April 201580.6FairGoodGoodSatisfactoryFO2000
April 201380.6GoodGoodGoodGoodFO2000
April 201180.6GoodGoodGoodGoodFO2000
April 200980.6GoodGoodGoodGoodFO2000
May 200776.6GoodGoodGoodGoodFO2000
April 200580.6GoodGoodGoodGoodFO2000
April 200380.6GoodGoodGoodGoodFO2000
April 200180.6GoodGoodGoodGoodFO2000
May 199980.6GoodGoodGoodGoodFO2000
April 199780.6GoodGoodGoodGoodFO2000
April 199399.7GoodGoodGoodGood-2000
January 199199.7GoodGoodVery GoodGood-2000