SR2772 SBL over I85 NBL


+35.28465, -80.77476
35°17'05" N, 80°46'29" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.


Name:SR2772 SBL over I85 NBL
Structure number:000000001190291
Old structure number:000000000119291 (from 1992 edition)
Location:1.7 MI. N. JCT. SR2480
Purpose:Carries highway over highway
Route classification:Principal Arterial - Other Freeways or Expressways (Urban) [12]
Length of largest span:191.0 ft. [58.2 m]
Total length:354.0 ft. [107.9 m]
Roadway width between curbs:38.1 ft. [11.6 m]
Deck width edge-to-edge:41.0 ft. [12.5 m]
Vertical clearance below bridge:24.0 ft. [7.3 m]
Skew angle:99°
Owner:State Highway Agency [01]
Year built:2005
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18+Mod / HS 20+Mod [6]
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: September 2015 

Status:Open, no restriction [A]
Average daily traffic:18,000 [as of 2008]
Truck traffic:12% 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: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:92.8 tons [84.4 metric tons]
Inventory rating:54.9 tons [49.9 metric tons]
Sufficiency rating:100.0

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
September 2015100.0Not deficientGoodVery GoodVery Good18000
September 2013100.0Not deficientGoodVery GoodVery Good18000
September 2011100.0Not deficientGoodGoodGood52500
September 2009100.0Not deficientGoodVery GoodGood52500
November 2007100.0Not deficientExcellentExcellentExcellent54250
December 2005100.0Not deficientExcellentExcellentExcellent54250
May 200296.0Not deficientGoodVery GoodGood54250
May 200096.0Not deficientGoodVery GoodGood47250
April 199896.0Not deficientGoodVery GoodGood29550
April 199696.0Not deficientGoodVery GoodGood29550
May 199496.0Not deficientGoodVery GoodGood29550
May 199293.9Not deficientSatisfactoryVery GoodSatisfactory22550
July 199093.9Not deficientSatisfactoryVery GoodSatisfactory19700