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FAU 156 over LEE HIGHWAY (SR-27)

Map

Coordinates:
+35.01639, -85.78139
35°00'59" N, 85°46'53" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:FAU 156 over LEE HIGHWAY (SR-27)
Structure number:58SR0270011
Location:SOUTH PITTSBURG
Purpose:Carries highway over highway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:79.1 ft. [24.1 m]
Total length:252.0 ft. [76.8 m]
Roadway width between curbs:60.0 ft. [18.3 m]
Deck width edge-to-edge:62.0 ft. [18.9 m]
Vertical clearance below bridge:17.4 ft. [5.3 m]
Skew angle:33°
Owner:State Highway Agency [01]
Year built:1995
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Number of main spans:4
Main spans material:Prestressed concrete continuous [6]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Precast Panels [2]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: September 2016

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:3,760 [as of 2015]
Truck traffic:10% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Superior to present desirable criteria [9]
Underclearances appraisal:Superior to present desirable criteria [9]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Scour condition:Bridge not over waterway. [N]
Operating rating:56.4 tons [51.3 metric tons]
Inventory rating:35.6 tons [32.4 metric tons]
Sufficiency rating:91.8

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
September 201691.8GoodGoodGoodGood-3760
October 201491.9GoodGoodGoodGood-3720
October 201291.8GoodVery GoodVery GoodVery Good-3790
October 201091.0GoodVery GoodVery GoodVery Good-4280
October 200891.4GoodVery GoodVery GoodVery Good-4000
October 200693.6GoodVery GoodVery GoodVery Good-3870
October 200493.0GoodVery GoodVery GoodVery Good-4260
October 200293.6GoodVery GoodVery GoodVery Good-3900
October 200091.7GoodVery GoodVery GoodVery Good-3820
October 199894.8GoodVery GoodVery GoodVery Good-3160
October 199694.4GoodVery GoodVery GoodVery Good-3400
October 199593.6GoodVery GoodVery GoodVery Good-3880