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FAU 319 over BRANCH

Map 

Coordinates:
+35.20278, -85.15250
35°12'10" N, 85°09'09" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:FAU 319 over BRANCH
Structure number:33S43060007
Location:7.94 MI. E OF SR-153 JCT.
Purpose:Carries highway over waterway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:9.8 ft. [3.0 m]
Total length:22.0 ft. [6.7 m]
Roadway width between curbs:53.5 ft. [16.3 m]
Deck width edge-to-edge:56.4 ft. [17.2 m]
Owner:State Highway Agency [01]
Year built:1985
Year reconstructed:2003
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 Precast Panels [2]
Wearing surface:Bituminous [6]

Latest Available Inspection: April 2015 

Status:Open, no restriction [A]
Average daily traffic:9,000 [as of 2015]
Truck traffic:3% of total traffic
Structural appraisal:Better than present minimum criteria [7]
Deck geometry 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:48.5 tons [44.1 metric tons]
Inventory rating:35.6 tons [32.4 metric tons]
Sufficiency rating:96.6

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
April 201596.6Not deficient---9000
April 201396.7Not deficient---8940
April 201196.5Not deficient---9250
April 200996.9Not deficient---8320
April 200796.5Not deficient---9370
April 200596.6Not deficient---9040
February 200393.3Not deficient---9940
March 200196.4Not deficient---9600
February 199996.5Not deficient---9320
April 199794.8Not deficient---13920
March 199594.6Not deficient---14480
April 199396.4Not deficient---9680
February 199195.6Not deficient---11840