Share:

FAU 2 over LITTLE OOLTEWAH CREEK

Map

Coordinates:
+35.08667, -85.01667
35°05'12" N, 85°01'00" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
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 2016

Good/Fair/Poor Condition:Fair
Status:Posted for load [P]
Average daily traffic:13,320 [as of 2015]
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]
Sufficiency rating:52.4
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. RatingConditionDeckSuperstructureSubstructureSD/FOADT
November 201652.4FairGoodSatisfactoryGoodFO13320
November 201450.4FairGoodSatisfactoryGoodFO12100
November 201250.4FairSatisfactorySatisfactoryGoodFO12030
November 201052.4FairSatisfactorySatisfactoryGoodFO11840
November 200852.4FairSatisfactorySatisfactoryGoodFO10660
November 200654.0FairSatisfactorySatisfactoryGoodFO5640
January 200554.5FairSatisfactorySatisfactoryGoodFO5860
October 200255.4FairSatisfactorySatisfactoryGoodFO5460
November 200054.9FairSatisfactorySatisfactoryGoodFO5660
October 199860.3FairSatisfactoryGoodGood-4430
September 199658.3FairSatisfactoryGoodGood-4430
December 199457.2FairSatisfactoryGoodGood-4870
February 199358.7FairSatisfactoryGoodGood-4220
December 199072.9FairSatisfactoryGoodGood-4290