FAU 158 over SR158 / RMP TO HILL AVE.


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


Name:FAU 158 over SR158 / RMP TO HILL AVE.
Structure number:47000710017
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 

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. ratingEvaluationDeckSuper.Sub.ADT
February 201696.5Not deficientGoodVery GoodVery Good4920
February 201496.6Not deficientVery GoodVery GoodVery Good4780
February 201296.5Not deficientVery GoodVery GoodVery Good6370
March 201098.7Not deficientVery GoodVery GoodVery Good6630
April 200899.7Not deficientVery GoodVery GoodVery Good6530
March 200699.7Not deficientVery GoodVery GoodVery Good7130
March 200499.6Not deficientExcellentExcellentExcellent8180
January 200299.7Not deficientExcellentExcellentExcellent7150
February 200099.7Not deficientExcellentExcellentExcellent6490