FAU 3602 over SR 153


+35.04250, -85.18583
35°02'33" N, 85°11'09" W


Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:FAU 3602 over SR 153
Structure number:33SR1530007
Location:0.74 MI. N OF SR-2 JCT.
Purpose:Carries highway over highway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:50.9 ft. [15.5 m]
Total length:175.9 ft. [53.6 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:17.1 ft. [5.2 m]
Owner:State Highway Agency [01]
Year built:1961
Historic significance:Historical significance is not determinable at this time [4]
Design load:MS 18 / HS 20 [5]
Number of main spans:4
Main spans material:Concrete continuous [2]
Main spans design:Tee beam [04]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: March 2017

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:4,860 [as of 2017]
Truck traffic:3% of total traffic
Deck condition:Excellent [9 out of 9]
Superstructure condition:Excellent [9 out of 9]
Substructure condition:Excellent [9 out of 9]
Structural appraisal:Equal to present desirable criteria [8]
Deck geometry appraisal:Basically intolerable requiring high priority of replacement [2]
Underclearances appraisal:Basically intolerable requiring high priority of replacement [2]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Scour condition:Bridge not over waterway. [N]
Operating rating:61.4 tons [55.8 metric tons]
Inventory rating:35.6 tons [32.4 metric tons]
Sufficiency rating:76.7
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$2,818,000

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
March 201776.7GoodExcellentExcellentExcellentFO4860
March 201575.7FairGoodSatisfactoryGoodFO4860
March 201375.7FairGoodSatisfactoryGoodFO4860
March 201175.7FairGoodSatisfactoryGoodFO4860
March 200975.7FairGoodSatisfactoryGoodFO4860
March 200775.7FairGoodSatisfactoryGoodFO4860
April 200573.2FairGoodSatisfactoryGoodFO12800
March 200375.3FairGoodSatisfactoryGoodFO12090
March 200173.1FairGoodSatisfactoryGoodFO13790
February 199975.1FairGoodSatisfactoryGoodFO14520
May 199774.3FairGoodSatisfactoryGoodFO5630
March 199574.4GoodGoodGoodGoodFO6070
February 199376.6GoodGoodGoodGood-4310
January 199176.7GoodGoodGoodGood-3190

Element Data

Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.
ElementUnitsQuantity1. Good2. Fair3. Poor4. Serious
Reinforced Concrete Girder/Beamlinear ft.7046851090
Reinforced Concrete Top Flangesq. ft.6,3366,336000
Reinforced Concrete Columneach66000
Reinforced Concrete Abutmentlinear ft.10095500
Reinforced Concrete Pier Caplinear ft.9090000
Movable Bearingeach1616000
Fixed Bearingeach44000
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.352351100