+35.96833, -83.91667
35°58'06" N, 83°55'00" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.


Name:FAP 158 over FIRST CREEK
Structure number:47SR1580021
Location:1.4 M N OF WILLOW ST
Purpose:Carries highway over waterway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:74.8 ft. [22.8 m]
Total length:180.5 ft. [55.0 m]
Roadway width between curbs:60.4 ft. [18.4 m]
Deck width edge-to-edge:64.3 ft. [19.6 m]
Skew angle:12°
Owner:State Highway Agency [01]
Year built:1972
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:Box Beam or girders - Single or Spread [06]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: March 2016 

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:15,390 [as of 2015]
Truck traffic:4% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Water adequacy appraisal:Better than present minimum criteria [7]
Roadway alignment appraisal:Equal to present minimum criteria [6]
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:88.1 tons [80.1 metric tons]
Inventory rating:35.6 tons [32.4 metric tons]
Sufficiency rating:89.5

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
March 201689.5FairSatisfactorySatisfactoryGood-15390
March 201489.0GoodGoodGoodGood-16210
March 201289.9GoodVery GoodGoodGood-14700
March 201088.1GoodVery GoodGoodGood-17640
April 200888.4GoodVery GoodGoodGood-17130
March 200687.2GoodVery GoodGoodGood-19150
March 200492.6GoodExcellentGoodGood-10420
January 200291.1FairFairGoodGood-10990
February 200095.1FairSatisfactoryGoodGood-8060
April 199885.0FairSatisfactoryGoodGood-53000
November 199585.0FairSatisfactoryGoodGood-43570
November 199385.0FairSatisfactoryGoodGood-55770
February 199285.0FairSatisfactoryGoodGood-51610
February 199085.0FairSatisfactoryGoodGood-51610