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FAU 158 over SR158 / RMP TO HILL AVE.

Map 

Coordinates:
+35.96583, -83.91528
35°57'57" N, 83°54'55" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:FAU 158 over SR158 / RMP TO HILL AVE.
Structure number:47000710017
Location:DOWNTOWN KNOXVILLE
Purpose:Carries highway over highway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:120.7 ft. [36.8 m]
Total length:124.0 ft. [37.8 m]
Roadway width between curbs:51.8 ft. [15.8 m]
Deck width edge-to-edge:53.8 ft. [16.4 m]
Vertical clearance below bridge:17.1 ft. [5.2 m]
Skew angle:65°
Owner:State Highway Agency [01]
Year built:1999
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Main span material:Steel [3]
Main span design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Integral Concrete (separate non-modified layer of concrete added to structural deck) [2]

Latest Available Inspection: February 2016 

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:4,920 [as of 2015]
Truck traffic:4% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Very Good [8 out of 9]
Substructure condition:Very Good [8 out of 9]
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Superior to present desirable criteria [9]
Underclearances appraisal:Equal to present minimum criteria [6]
Roadway alignment appraisal:Equal to present minimum criteria [6]
Scour condition:Bridge not over waterway. [N]
Operating rating:52.5 tons [47.7 metric tons]
Inventory rating:31.7 tons [28.8 metric tons]
Sufficiency rating:96.5

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
February 201696.5GoodGoodVery GoodVery Good-4920
February 201496.6GoodVery GoodVery GoodVery Good-4780
February 201296.5GoodVery GoodVery GoodVery Good-6370
March 201098.7GoodVery GoodVery GoodVery Good-6630
April 200899.7GoodVery GoodVery GoodVery Good-6530
March 200699.7GoodVery GoodVery GoodVery Good-7130
March 200499.6GoodExcellentExcellentExcellent-8180
January 200299.7GoodExcellentExcellentExcellent-7150
February 200099.7GoodExcellentExcellentExcellent-6490