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: November 2014 

Status:Open, no restriction [A]
Average daily traffic:9,390 [as of 2015]
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]
Evaluation:Functionally obsolete [2]
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. ratingEvaluationDeckSuper.Sub.ADT
November 201477.6Functionally obsoleteGoodVery GoodGood9390
November 201277.6Functionally obsoleteGoodVery GoodGood9390
November 201077.6Functionally obsoleteGoodVery GoodGood9390
December 200879.0Functionally obsoleteGoodVery GoodGood9390
October 200681.0Functionally obsoleteGoodVery GoodGood9300
November 200481.0Not deficientGoodVery GoodGood9300
October 200281.0Not deficientGoodExcellentGood9610
November 200079.0Not deficientExcellentExcellentGood9880
October 199881.0Not deficientExcellentExcellentGood4600
July 199681.0Not deficientExcellentExcellentExcellent4400