FAU 3609 over SPRING CREEK RD / I-24EB


+35.00402, -85.21908
35°00'14" N, 85°13'09" W


Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:FAU 3609 over SPRING CREEK RD / I-24EB
Structure number:33I00240079
Location:0.2 MI W OF I-75 JCT.
Purpose:Carries highway and pedestrian walkway over highway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:56.1 ft. [17.1 m]
Total length:113.9 ft. [34.7 m]
Roadway width between curbs:67.9 ft. [20.7 m]
Deck width edge-to-edge:74.5 ft. [22.7 m]
Vertical clearance below bridge:13.1 ft. [4.0 m]
Skew angle:10°
Owner:State Highway Agency [01]
Year built:1959
Historic significance:Historical significance is not determinable at this time [4]
Design load:M 18 / H 20 [4]
Number of main spans:3
Main spans material:Prestressed concrete [5]
Main spans design:Box beam or girders - Multiple [05]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: October 2018

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:11,830 [as of 2019]
Truck traffic:1% 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:Meets minimum tolerable limits to be left in place as is [4]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Scour condition:Bridge not over waterway. [N]
Sufficiency rating:96.0

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
October 2018GoodGoodGoodGood1183096.0
October 2016GoodGoodGoodGood1183097.4
October 2014GoodGoodGoodGood1183097.4
October 2012FairGoodSatisfactoryGood1183097.4
October 2010FairGoodSatisfactoryGood1183097.4
October 2008FairGoodSatisfactoryGood1183097.4
October 2006FairGoodSatisfactoryGood1151097.5
December 2004FairSatisfactoryFairSatisfactory1255083.3
August 2002FairSatisfactoryFairSatisfactory1224083.3
September 2000FairSatisfactoryFairSatisfactory1269080.6
September 1998FairSatisfactoryFairSatisfactory1730082.1
October 1996FairSatisfactorySatisfactorySatisfactory1430093.6
February 1995FairSatisfactorySatisfactorySatisfactory1315094.0
October 1992FairSatisfactorySatisfactorySatisfactory1245094.0

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
Prestressed Concrete Closed Web/Box Girderlinear ft.2,6402,57237310
Reinforced Concrete Columneach105230
Reinforced Concrete Abutmentlinear ft.264260220
Reinforced Concrete Pier Caplinear ft.148137740
Pourable Jointlinear ft.176176000
Fixed Bearingeach7272000
Other Bearingeach7272000
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.220220000