NFA 1163 (SA 9316) over CHERRY CREEK


+36.01680, -85.44557
36°01'00" N, 85°26'44" W


Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:NFA 1163 (SA 9316) over CHERRY CREEK
Structure number:93S42450003
Purpose:Carries highway over waterway
Route classification:Minor Collector (Rural) [08]
Length of largest span:15.1 ft. [4.6 m]
Total length:49.9 ft. [15.2 m]
Roadway width between curbs:25.9 ft. [7.9 m]
Deck width edge-to-edge:30.5 ft. [9.3 m]
Skew angle:15°
Owner:County Highway Agency [02]
Year built:1986
Historic significance:Historical significance is not determinable at this time [4]
Design load:MS 18 / HS 20 [5]
Number of main spans:3
Main spans material:Concrete continuous [2]
Main spans design:Culvert [19]
Deck type:Not applicable [N]

Latest Available Inspection: February 2018

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:580 [as of 2018]
Truck traffic:5% of total traffic
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Water adequacy appraisal:Equal to present minimum criteria [6]
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:92.3

Previous Inspections

DateConditionCulvert ConditionADTSuff. Rating
February 2018Good7 out of 1058092.3
February 2016Good7 out of 1058091.3
February 2014Good7 out of 1058092.3
February 2012Good7 out of 1058094.3
January 2010Good7 out of 1058094.3
February 2008Good7 out of 1058094.3
February 2006Good8 out of 1054094.3
March 2004Good8 out of 1070094.2
March 2002Good8 out of 1064094.2
February 2000Good8 out of 1062094.3
January 1998Good8 out of 1048094.3
October 1995Good8 out of 1046093.8
September 1993Good8 out of 1041093.8
September 1991Good8 out of 1034093.9