+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 

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. ratingEvaluationDeckSuper.Sub.ADT
March 201689.5Not deficientSatisfactorySatisfactoryGood15390
March 201489.0Not deficientGoodGoodGood16210
March 201289.9Not deficientVery GoodGoodGood14700
March 201088.1Not deficientVery GoodGoodGood17640
April 200888.4Not deficientVery GoodGoodGood17130
March 200687.2Not deficientVery GoodGoodGood19150
March 200492.6Not deficientExcellentGoodGood10420
January 200291.1Not deficientFairGoodGood10990
February 200095.1Not deficientSatisfactoryGoodGood8060
April 199885.0Not deficientSatisfactoryGoodGood53000
November 199585.0Not deficientSatisfactoryGoodGood43570
November 199385.0Not deficientSatisfactoryGoodGood55770
February 199285.0Not deficientSatisfactoryGoodGood51610
February 199085.0Not deficientSatisfactoryGoodGood51610