FAP 153 over FAU 1406


+35.17889, -85.24750
35°10'44" N, 85°14'51" W


Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:FAP 153 over FAU 1406
Structure number:33SR0290007
Location:0.63 MI. S OF SR-29 JCT.
Purpose:Carries highway over highway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:67.9 ft. [20.7 m]
Total length:168.0 ft. [51.2 m]
Roadway width between curbs:27.9 ft. [8.5 m]
Deck width edge-to-edge:34.5 ft. [10.5 m]
Vertical clearance below bridge:15.4 ft. [4.7 m]
Skew angle:47°
Owner:State Highway Agency [01]
Year built:1959
Historic significance:Historical significance is not determinable at this time [4]
Design load:MS 18 / HS 20 [5]
Number of main spans:3
Main spans material:Concrete continuous [2]
Main spans design:Tee beam [04]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: March 2017

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:31,450 [as of 2015]
Truck traffic:4% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Basically intolerable requiring high priority of corrrective action [3]
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:60.4 tons [54.9 metric tons]
Inventory rating:35.6 tons [32.4 metric tons]
Sufficiency rating:63.0
Recommended work:Widening of existing bridge or other major structure without deck rehabilitation or replacement [33]
Estimated cost of work:$2,000

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
March 201763.0FairGoodGoodSatisfactoryFO31450
March 201563.0FairGoodGoodSatisfactoryFO31450
March 201351.0FairFairFairSatisfactoryFO32950
March 201154.0FairFairFairSatisfactoryFO29620
March 200953.0FairFairFairSatisfactoryFO29450
April 200753.0FairFairFairSatisfactoryFO30020
April 200553.0FairFairFairSatisfactoryFO31910
April 200364.6FairFairSatisfactorySatisfactoryFO29410
March 200166.1FairFairSatisfactorySatisfactoryFO26290
February 199963.0FairFairGoodSatisfactoryFO29900
May 199763.5FairFairGoodSatisfactoryFO25070
January 199562.8FairFairGoodSatisfactoryFO21760
March 199364.8FairFairGoodSatisfactoryFO20160
February 199150.0PoorPoorGoodSatisfactorySD17870

Element Data

Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.
ElementUnitsQuantity1. Good2. Fair3. Poor4. Serious
Reinforced Concrete Girder/Beamlinear ft.68056012000
Reinforced Concrete Top Flangesq. ft.5,7804,2801,50000
Reinforced Concrete Columneach65010
Reinforced Concrete Abutmentlinear ft.132577500
Reinforced Concrete Pier Caplinear ft.8080000
Elastomeric Bearingeach44000
Enclosed/Concealed Bearingeach88000
Fixed Bearingeach44000
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.3409025000