FAU 4828 over GALLAHER VIEW RD. / I40


+35.92472, -84.05861
35°55'29" N, 84°03'31" W


Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:FAU 4828 over GALLAHER VIEW RD. / I40
Structure number:47I00400149
Purpose:Carries highway and pedestrian walkway over highway
Route classification:Collector (Urban) [17]
Length of largest span:110.9 ft. [33.8 m]
Total length:293.0 ft. [89.3 m]
Roadway width between curbs:69.9 ft. [21.3 m]
Deck width edge-to-edge:82.0 ft. [25.0 m]
Vertical clearance below bridge:16.7 ft. [5.1 m]
Skew angle:16°
Owner:State Highway Agency [01]
Year built:1996
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:Steel continuous [4]
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: October 2016

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:9,390 [as of 2017]
Truck traffic:5% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Very Good [8 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Basically intolerable requiring high priority of replacement [2]
Underclearances appraisal:Equal to present minimum criteria [6]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Scour condition:Bridge not over waterway. [N]
Operating rating:54.5 tons [49.5 metric tons]
Inventory rating:32.7 tons [29.7 metric tons]
Sufficiency rating:77.6
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$6,545,000

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
October 201677.6GoodGoodVery GoodGoodFO9390
November 201477.6GoodGoodVery GoodGoodFO9390
November 201277.6GoodGoodVery GoodGoodFO9390
November 201077.6GoodGoodVery GoodGoodFO9390
December 200879.0GoodGoodVery GoodGoodFO9390
October 200681.0GoodGoodVery GoodGoodFO9300
November 200481.0GoodGoodVery GoodGood-9300
October 200281.0GoodGoodExcellentGood-9610
November 200079.0GoodExcellentExcellentGood-9880
October 199881.0GoodExcellentExcellentGood-4600
July 199681.0GoodExcellentExcellentExcellent-4400