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FAU 5643 over THIRD CREEK

Map 

Coordinates:
+35.96750, -83.98250
35°58'03" N, 83°58'57" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:FAU 5643 over THIRD CREEK
Structure number:470E9900001
Location:W OF I75-S OF SR62-FRONTA
Purpose:Carries highway over waterway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:12.1 ft. [3.7 m]
Total length:39.0 ft. [11.9 m]
Owner:City or Municipal Highway Agency [04]
Year built:1981
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: May 2014 

Status:Open, no restriction [A]
Average daily traffic:24,620 [as of 2015]
Truck traffic:2% of total traffic
Structural appraisal:Better than present minimum criteria [7]
Water adequacy appraisal:Better than present minimum criteria [7]
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:98.0 tons [89.1 metric tons]
Inventory rating:35.6 tons [32.4 metric tons]
Sufficiency rating:79.8
Recommended work:Other structural work, including hydraulic replacements. [38]

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
May 201479.8Not deficient---24620
May 201279.8Not deficient---24620
May 201079.8Not deficient---24620
May 200879.8Not deficient---24620
May 200680.3Not deficient---27700
July 200480.3Not deficient---27700
April 200280.3Not deficient---27700
March 200084.8Not deficient---900
June 199884.8Not deficient---900
May 199684.6Not deficient---2500
June 199484.5Not deficient---2500
March 199284.5Not deficient---2500
May 199084.5Not deficient---2500