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LAUREL AVENUE over TOMS CREEK

Map

Coordinates:
+36.94623, -82.47149
36°56'46" N, 82°28'17" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:LAUREL AVENUE over TOMS CREEK
Structure number:000000000028351
Location:.14M TOT1101& .01M TO646
Purpose:Carries highway over waterway
Route classification:Minor Arterial (Rural) [06]
Length of largest span:48.9 ft. [14.9 m]
Total length:98.1 ft. [29.9 m]
Roadway width between curbs:40.0 ft. [12.2 m]
Deck width edge-to-edge:47.6 ft. [14.5 m]
Skew angle:45°
Owner:State Highway Agency [01]
Year built:2006
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:Concrete [1]
Main spans design:Slab [01]
Deck type:Concrete Cast-in-Place [1]

Latest Available Inspection: May 2018

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:3,090 [as of 2014]
Truck traffic:47% of total traffic
Deck condition:Good [7 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: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 assessed or calculated scour condition. [5]
Sufficiency rating:80.0

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
May 2018GoodGoodGoodGood309080.0
May 2016GoodGoodGoodGood309080.0
May 2014GoodGoodGoodGood415780.0
May 2012GoodGoodGoodGood415780.0
May 2010GoodGoodGoodGood415780.0
May 2008GoodVery GoodVery GoodVery Good415780.0
April 2006GoodExcellentExcellentVery Good607779.0