FAU 3591 (SA 3303) over LICK CREEK


+35.17194, -85.20667
35°10'19" N, 85°12'24" W
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 2015 

Status:Open, no restriction [A]
Average daily traffic:12,840 [as of 2016]
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]
Operating rating:48.5 tons [44.1 metric tons]
Inventory rating:35.6 tons [32.4 metric tons]
Sufficiency rating:83.3

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
May 201583.3Not deficient---12840
May 201383.3Not deficient---12840
May 201184.3Not deficient---12840
May 200984.3Not deficient---12840
May 200784.3Not deficient---12840
June 200584.2Not deficient---14740
June 200384.2Not deficient---14740
May 200184.0Not deficient---18230
March 199980.8Not deficient---12300
February 199880.5Not deficient---13100
April 199526.1Structurally deficientGoodPoorFair12970
May 199326.9Structurally deficientGoodPoorFair12110
May 199135.4Structurally deficientGoodPoorFair10700