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NICKS CREEK ROAD over NICKS CREEK

Map

Coordinates:
+36.85802, -81.43141
36°51'29" N, 81°25'53" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:NICKS CREEK ROAD over NICKS CREEK
Structure number:000000000028009
Location:0.55 FR 11 - 0.55 TO 688
Purpose:Carries highway over waterway
Route classification:Collector (Urban) [17]
Length of largest span:29.9 ft. [9.1 m]
Total length:32.2 ft. [9.8 m]
Roadway width between curbs:27.9 ft. [8.5 m]
Deck width edge-to-edge:29.9 ft. [9.1 m]
Skew angle:30°
Owner:State Highway Agency [01]
Year built:2004
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18+Mod / HS 20+Mod [6]
Main span material:Concrete [1]
Main span design:Slab [01]
Deck type:Concrete Cast-in-Place [1]

Latest Available Inspection: January 2017

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:3,888 [as of 2014]
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:Meets minimum tolerable limits to be left in place as is [4]
Water adequacy appraisal:Better than present minimum criteria [7]
Roadway alignment appraisal:Equal to present minimum criteria [6]
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:81.2

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
January 2017GoodGoodGoodGood388881.2
January 2015GoodGoodGoodGood119391.0
January 2013GoodGoodGoodGood119391.0
January 2011GoodGoodGoodGood119391.0
January 2009GoodVery GoodVery GoodVery Good119391.0
February 2007GoodVery GoodVery GoodVery Good123886.0
January 2005GoodExcellentExcellentExcellent123886.0