+35.13736, -80.76806
35°08'14" N, 80°46'05" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.


Structure number:000000001190434
Location:0.3 MI.N.JCT.SARDIS RD.
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Local (Urban) [19]
Length of largest span:76.1 ft. [23.2 m]
Total length:143.1 ft. [43.6 m]
Roadway width between curbs:47.9 ft. [14.6 m]
Deck width edge-to-edge:60.4 ft. [18.4 m]
Owner:City or Municipal Highway Agency [04]
Year built:1979
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:M 18 / H 20 [4]
Number of main spans:3
Main spans material:Steel [3]
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: June 2016 

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:21,000 [as of 2012]
Truck traffic:7% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Basically intolerable requiring high priority of replacement [2]
Water adequacy appraisal:Better than present minimum criteria [7]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. [6]
Pier/abutment protection:Navigation protection not required [1]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:74.8 tons [68.0 metric tons]
Inventory rating:44.9 tons [40.8 metric tons]
Sufficiency rating:70.9
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
June 201670.9FairGoodSatisfactoryGoodFO21000
June 201470.9FairGoodSatisfactoryGoodFO21000
July 201273.2GoodGoodGoodGoodFO16200
July 201073.2FairSatisfactoryGoodGoodFO16200
August 200873.2FairSatisfactoryGoodGoodFO16200
May 200673.2GoodGoodVery GoodVery GoodFO16200
April 200473.2GoodGoodVery GoodVery GoodFO16200
July 200273.2GoodGoodVery GoodVery GoodFO16200
September 200073.2GoodGoodVery GoodVery GoodFO16200
March 199870.2GoodGoodGoodGoodFO16200
June 199079.4FairGoodSatisfactoryGood-15000