Share:

FAU 3591 (SA 3303) over LICK CREEK

Map

Coordinates:
+35.17208, -85.20673
35°10'19" N, 85°12'24" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:FAU 3591 (SA 3303) over LICK CREEK
Structure number:330D0340001
Location:.1 MI OF BOY SCOUT RD
Purpose:Carries highway over waterway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:15.1 ft. [4.6 m]
Total length:33.1 ft. [10.1 m]
Owner:City or Municipal Highway Agency [04]
Year built:1998
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
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:Not applicable [N]

Latest Available Inspection: May 2017

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:12,840 [as of 2018]
Truck traffic:3% of total traffic
Structural appraisal:Better than present minimum criteria [7]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. [7]
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:83.3

Previous Inspections

DateConditionCulvert ConditionADTSuff. Rating
May 2017Good7 out of 101284083.3
May 2015Good7 out of 101284083.3
May 2013Good7 out of 101284083.3
May 2011Good7 out of 101284084.3
May 2009Good7 out of 101284084.3
May 2007Good7 out of 101284084.3
June 2005Good7 out of 101474084.2
June 2003Good7 out of 101474084.2
May 2001Good7 out of 101823084.0
March 1999Good7 out of 101230080.8
February 1998Good7 out of 101310080.5
April 1995PoorN out of 101297026.1
May 1993PoorN out of 101211026.9
May 1991PoorN out of 101070035.4