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FAU 3602 over SR 153

Map

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

Facts

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
Superstructure
Reinforced Concrete Girder/Beamlinear ft.7046851090
Deck
Reinforced Concrete Top Flangesq. ft.6,3366,336000
Substructure
Reinforced Concrete Columneach66000
Reinforced Concrete Abutmentlinear ft.10095500
Reinforced Concrete Pier Caplinear ft.9090000
Bearings
Movable Bearingeach1616000
Fixed Bearingeach44000
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.352351100