Smith Creek Rd/675 over Smith Creek


+37.09455, -80.42642
37°05'40" N, 80°25'35" W


Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:Smith Creek Rd/675 over Smith Creek
Structure number:000000000023737
Location:0.70-RT8; 1.60-RT1330
Purpose:Carries highway over waterway
Route classification:Minor Collector (Rural) [08]
Length of largest span:9.8 ft. [3.0 m]
Total length:44.0 ft. [13.4 m]
Skew angle:45°
Owner:State Highway Agency [01]
Year built:1993
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:3
Main spans material:Concrete [1]
Main spans design:Culvert [19]
Deck type:Not applicable [N]

Latest Available Inspection: October 2017

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:1,113 [as of 2014]
Structural appraisal:Better than present minimum criteria [7]
Water adequacy appraisal:Meets minimum tolerable limits to be left in place as is [4]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Bank protection is being eroded. River control devices and/or embankment have major damage. Trees and rush restrict the channel. [5]
Culvert condition:Shrinkage cracks, light scaling and insignificant spalling which does not expose reinforcing steel. Insignificant damage caused by drift with no misalignment and not requiring corrective action. Some minor scouring has occured near curtain walls, wingwalls or pipes. Metal culverts have a smooth symmetrical curvature with superficial corrosion and no pitting. [7]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Sufficiency rating:94.4

Previous Inspections

DateConditionCulvert ConditionADTSuff. Rating
October 2017Good7 out of 10111394.4
October 2015Good7 out of 10111394.4
October 2013Good7 out of 10100094.5
October 2011Good7 out of 10100094.5
October 2009Good7 out of 10100096.5
November 2007Good7 out of 10100097.5
November 2005Good7 out of 10100097.5
October 2003Good7 out of 1042099.8
October 2001Good8 out of 1042099.8
November 1999Good8 out of 1017599.9
October 1997Good8 out of 1017599.9
October 1995Good8 out of 1017599.9
October 1993Good9 out of 10-98.0