NFA 2185 (SA 8801) over BEE FORK CREEK


+35.65515, -85.57213
35°39'19" N, 85°34'20" W


Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:NFA 2185 (SA 8801) over BEE FORK CREEK
Structure number:88021850011
Location:6 MI S OF SR 30
Purpose:Carries highway over waterway
Route classification:Minor Collector (Rural) [08]
Length of largest span:17.1 ft. [5.2 m]
Total length:38.1 ft. [11.6 m]
Roadway width between curbs:24.0 ft. [7.3 m]
Deck width edge-to-edge:29.5 ft. [9.0 m]
Skew angle:30°
Owner:County Highway Agency [02]
Year built:1993
Historic significance:Historical significance is not determinable at this time [4]
Design load:MS 18 / HS 20 [5]
Number of main spans:2
Main spans material:Concrete continuous [2]
Main spans design:Culvert [19]
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:Good
Status:Open, no restriction [A]
Average daily traffic:300 [as of 2019]
Truck traffic:13% 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:Better than present minimum criteria [7]
Roadway alignment appraisal:Equal to present desirable criteria [8]
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]
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:87.3

Previous Inspections

DateConditionCulvert ConditionADTSuff. Rating
October 2018Good7 out of 1030087.3
October 2016Good7 out of 1030086.3
February 2015Good7 out of 1030088.3
February 2013Good7 out of 1030088.3
February 2011Good7 out of 1030088.3
February 2009Good7 out of 1030089.3
January 2007Good7 out of 1021094.1
November 2004Good8 out of 1021094.1
November 2002Good8 out of 1034089.3
October 2000Good8 out of 1037089.2
October 1998Good8 out of 1032089.3
January 1997Good8 out of 1030088.8
September 1994Good8 out of 1030087.8
February 1993Good8 out of 1030087.8