+35.12543, -80.91780
35°07'32" N, 80°55'04" W


Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:I485 EBL RAMP over I77 SBL RAMP
Structure number:000000001190657
Location:0.8 MI. N. JCT.SR1126
Purpose:Carries highway overpass over highway
Route classification:Principal Arterial - Interstate (Urban) [11]
Length of largest span:92.9 ft. [28.3 m]
Total length:219.2 ft. [66.8 m]
Roadway width between curbs:51.8 ft. [15.8 m]
Deck width edge-to-edge:55.1 ft. [16.8 m]
Vertical clearance below bridge:16.4 ft. [5.0 m]
Skew angle:59°
Owner:State Highway Agency [01]
Year built:1994
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:M 9 / H 10 [1]
Number of main spans:3
Main spans material:Prestressed concrete [5]
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: July 2016

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:11,000 [as of 2012]
Truck traffic:16% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Superior to present desirable criteria [9]
Underclearances appraisal:Equal to present minimum criteria [6]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Pier/abutment protection:Navigation protection not required [1]
Scour condition:Bridge not over waterway. [N]
Operating rating:82.8 tons [75.3 metric tons]
Inventory rating:41.9 tons [38.1 metric tons]
Sufficiency rating:98.0

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
July 201698.0FairSatisfactoryGoodGood-11000
July 2014100.0GoodGoodVery GoodGood-10875
July 201298.0GoodGoodVery GoodGood-2000
July 201098.0FairGoodVery GoodSatisfactory-2000
September 200898.0GoodGoodVery GoodGood-2000
September 200698.0GoodGoodVery GoodVery Good-2000
August 200498.0GoodVery GoodVery GoodVery Good-2000
August 200298.0GoodExcellentExcellentExcellent-2000
July 200098.0GoodExcellentExcellentExcellent-2000
June 199898.0GoodExcellentExcellentExcellent-2000