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SR1002 over FRENCH BROAD RVR SO.RR

Map

Coordinates:
+35.62848, -82.60200
35°37'43" N, 82°36'07" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:SR1002 over FRENCH BROAD RVR SO.RR
Structure number:000000000210649
Location:.02 MI.W.JCT.NC251
Purpose:Carries highway and pedestrian walkway over railroad and waterway
Route classification:Collector (Urban) [17]
Length of largest span:69.9 ft. [21.3 m]
Total length:773.0 ft. [235.6 m]
Roadway width between curbs:25.9 ft. [7.9 m]
Deck width edge-to-edge:34.1 ft. [10.4 m]
Vertical clearance below bridge:19.7 ft. [6.0 m]
Owner:State Highway Agency [01]
Year built:1954
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:10
Main spans material:Steel continuous [4]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: November 2018

Good/Fair/Poor Condition:Poor
Status:Open, would be posted or closed except for temporary shoring [D]
Average daily traffic:6,300 [as of 2014]
Truck traffic:7% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Poor [4 out of 9]
Substructure condition:Fair [5 out of 9]
Structural appraisal:Basically intolerable requiring high priority of replacement [2]
Deck geometry appraisal:Basically intolerable requiring high priority of corrrective action [3]
Underclearances appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
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]
Sufficiency rating:60.0
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
November 2018PoorSatisfactoryPoorFair630060.0
November 2016PoorFairPoorFair72005.0
November 2014PoorFairPoorFair72007.0
November 2012FairFairFairFair110007.0
November 2010PoorSeriousFairSatisfactory630032.0
November 2008PoorSeriousFairSatisfactory630050.9
November 2006PoorSeriousSatisfactorySatisfactory630062.8
November 2004PoorSeriousSatisfactorySatisfactory630057.4
November 2002PoorSeriousSatisfactorySatisfactory630061.1
November 2000PoorSeriousSatisfactorySatisfactory630061.1
December 1998PoorSeriousSatisfactorySatisfactory520058.1
January 1991PoorSeriousSatisfactorySatisfactory460052.6