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FAU 2 over LITTLE OOLTEWAH CREEK

Map 

Coordinates:
+35.08667, -85.01667
35°05'12" N, 85°01'00" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:FAU 2 over LITTLE OOLTEWAH CREEK
Structure number:33SR0020029
Location:NEAR BRADLEY CO. LN.
Purpose:Carries highway over waterway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:33.1 ft. [10.1 m]
Total length:99.1 ft. [30.2 m]
Roadway width between curbs:28.2 ft. [8.6 m]
Deck width edge-to-edge:33.5 ft. [10.2 m]
Skew angle:20°
Owner:State Highway Agency [01]
Year built:1929
Year reconstructed:1954
Historic significance:Historical significance is not determinable at this time [4]
Design load:M 13.5 / H 15 [2]
Number of main spans:3
Main spans material:Concrete [1]
Main spans design:Tee beam [04]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: November 2014 

Status:Open, no restriction [A]
Average daily traffic:12,100 [as of 2014]
Truck traffic:6% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal:Basically intolerable requiring high priority of replacement [2]
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 assessed or calculated scour condition. [5]
Operating rating:39.6 tons [36.0 metric tons]
Inventory rating:23.8 tons [21.6 metric tons]
Evaluation:Functionally obsolete [2]
Sufficiency rating:50.4
Recommended work:Widening of existing bridge or other major structure without deck rehabilitation or replacement [33]
Estimated cost of work:$427,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
November 201450.4Functionally obsoleteGoodSatisfactoryGood12100
November 201250.4Functionally obsoleteSatisfactorySatisfactoryGood12030
November 201052.4Functionally obsoleteSatisfactorySatisfactoryGood11840
November 200852.4Functionally obsoleteSatisfactorySatisfactoryGood10660
November 200654.0Functionally obsoleteSatisfactorySatisfactoryGood5640
January 200554.5Functionally obsoleteSatisfactorySatisfactoryGood5860
October 200255.4Functionally obsoleteSatisfactorySatisfactoryGood5460
November 200054.9Functionally obsoleteSatisfactorySatisfactoryGood5660
October 199860.3Not deficientSatisfactoryGoodGood4430
September 199658.3Not deficientSatisfactoryGoodGood4430
December 199457.2Not deficientSatisfactoryGoodGood4870
February 199358.7Not deficientSatisfactoryGoodGood4220
December 199072.9Not deficientSatisfactoryGoodGood4290