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US-58A over GUEST RV & NS RAILWAY

Map

Coordinates:
+36.93731, -82.61923
36°56'14" N, 82°37'09" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:US-58A over GUEST RV & NS RAILWAY
Structure number:000000000022453
Location:.25M TO 23N&.08M TO 23S
Purpose:Carries highway over railroad and waterway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:123.0 ft. [37.5 m]
Total length:569.9 ft. [173.7 m]
Roadway width between curbs:64.6 ft. [19.7 m]
Deck width edge-to-edge:76.1 ft. [23.2 m]
Vertical clearance below bridge:55.8 ft. [17.0 m]
Owner:State Highway Agency [01]
Year built:1981
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:5
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: October 2018

Good/Fair/Poor Condition:Poor
Status:Open, no restriction [A]
Average daily traffic:15,000 [as of 2017]
Truck traffic:7% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Poor [4 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Meets minimum tolerable limits to be left in place as is [4]
Deck geometry appraisal:Better than present minimum criteria [7]
Underclearances appraisal:Equal to present minimum criteria [6]
Water adequacy appraisal:Better than present minimum criteria [7]
Roadway alignment appraisal:Better than present minimum criteria [7]
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]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Sufficiency rating:59.2
Recommended work:Other structural work, including hydraulic replacements. [38]
Estimated cost of work:$1,885,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
October 2018PoorSatisfactoryPoorSatisfactory1500059.2
October 2017PoorSatisfactoryPoorSatisfactory1232760.4
October 2016PoorSatisfactoryPoorSatisfactory1232760.4
October 2015PoorSatisfactoryPoorSatisfactory1232760.4
October 2014PoorSatisfactoryPoorSatisfactory1195561.6
October 2013PoorSatisfactoryPoorSatisfactory1195561.6
October 2012PoorSatisfactoryPoorSatisfactory1195561.6
October 2011PoorSatisfactoryPoorSatisfactory1195561.6
October 2010PoorSatisfactoryPoorSatisfactory1195561.6
November 2009FairSatisfactoryFairGood1195578.9
October 2007PoorSatisfactoryPoorSatisfactory1240962.4
November 2006PoorSatisfactoryPoorSatisfactory1214262.5
October 2005PoorSatisfactoryPoorSatisfactory1254962.3
December 2004PoorSatisfactoryPoorSatisfactory1251362.4
October 2003PoorSatisfactoryPoorSatisfactory1645960.6
December 2002PoorSatisfactoryPoorSatisfactory1651360.6
October 2001PoorSatisfactoryPoorSatisfactory1651360.6
October 2000PoorSatisfactoryPoorSatisfactory1400061.7
February 2000PoorSatisfactoryPoorSatisfactory1400061.7
November 1998PoorSatisfactoryPoorSatisfactory1400061.7
March 1997PoorSatisfactoryPoorPoor1051063.3
April 1996PoorSatisfactoryPoorPoor1051063.3
March 1994FairFairFairFair1051079.1
March 1992FairFairFairFair1051079.1