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FAU 1 over THIRD CREEK

Map

Coordinates:
+35.95278, -83.94111
35°57'10" N, 83°56'28" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts

Name:FAU 1 over THIRD CREEK
Structure number:47SR0010017
Location:1 M E OF UNIVERSITY OF TN
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:39.0 ft. [11.9 m]
Total length:50.5 ft. [15.4 m]
Roadway width between curbs:68.2 ft. [20.8 m]
Deck width edge-to-edge:83.0 ft. [25.3 m]
Owner:State Highway Agency [01]
Year built:1936
Historic significance:Historical significance is not determinable at this time [4]
Design load:M 13.5 / H 15 [2]
Main span material:Concrete [1]
Main span design:Arch - Deck [11]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: March 2016

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:35,820 [as of 2015]
Truck traffic:2% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Superior to present desirable criteria [9]
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]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:39.6 tons [36.0 metric tons]
Inventory rating:26.7 tons [24.3 metric tons]
Sufficiency rating:77.5
Recommended work:Widening of existing bridge or other major structure without deck rehabilitation or replacement [33]
Estimated cost of work:$2,000

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
March 201677.5GoodGoodGoodGood-35820
November 201576.5GoodGoodGoodGood-35820
November 201376.5GoodVery GoodVery GoodVery Good-35800
December 201176.5GoodVery GoodVery GoodVery Good-31810
January 201076.5GoodVery GoodVery GoodVery Good-32680
January 200876.5GoodVery GoodVery GoodVery Good-32850
January 200676.5GoodVery GoodVery GoodVery Good-37390
January 200476.5GoodExcellentExcellentExcellent-41010
October 200174.5FairSatisfactorySatisfactoryGood-40950
November 199958.5FairSatisfactorySatisfactoryGood-39070
January 199858.5FairSatisfactorySatisfactoryGood-46150
September 199559.5FairSatisfactorySatisfactoryGood-42810
October 199359.5FairSatisfactorySatisfactoryGood-46950
November 199159.5FairSatisfactorySatisfactoryGood-41870
January 199059.5FairSatisfactory-Good-41870