FAU 3601 over SR 153


+35.06500, -85.19500
35°03'54" N, 85°11'42" W


Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:FAU 3601 over SR 153
Structure number:33SR1530015
Location:JERSEY PIKE / SR-153
Purpose:Carries highway over highway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:50.9 ft. [15.5 m]
Total length:181.1 ft. [55.2 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:17.1 ft. [5.2 m]
Owner:State Highway Agency [01]
Year built:1962
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:Bituminous [6]

Latest Available Inspection: March 2017

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:8,470 [as of 2017]
Truck traffic:3% 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:Basically intolerable requiring high priority of replacement [2]
Underclearances appraisal:Basically intolerable requiring high priority of corrrective action [3]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Scour condition:Bridge not over waterway. [N]
Operating rating:62.4 tons [56.7 metric tons]
Inventory rating:35.6 tons [32.4 metric tons]
Sufficiency rating:63.1
Recommended work:Widening of existing bridge or other major structure without deck rehabilitation or replacement [33]
Estimated cost of work:$707,000

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
March 201763.1GoodGoodGoodGoodFO8470
March 201563.1GoodGoodGoodGoodFO8470
March 201363.1GoodGoodGoodGoodFO8470
March 201163.1GoodGoodGoodGoodFO8470
March 200948.9PoorPoorFairFairSD8470
March 200748.9PoorPoorFairFairSD8470
April 200547.0FairFairFairFairFO11820
March 200347.0PoorPoorSatisfactoryFairSD13990
March 200149.0FairFairSatisfactoryFairFO11960
February 199949.9FairFairSatisfactoryFairFO10480
May 199765.3FairFairSatisfactorySatisfactoryFO8450
March 199552.7FairFairSatisfactoryFairFO8210
March 199352.5FairFairSatisfactoryFairFO8400
January 199167.1FairSatisfactoryGoodSatisfactoryFO7810

Element Data

Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.
ElementUnitsQuantity1. Good2. Fair3. Poor4. Serious
Reinforced Concrete Girder/Beamlinear ft.724724000
Reinforced Concrete Top Flangesq. ft.6,5166,516000
Reinforced Concrete Columneach66000
Reinforced Concrete Abutmentlinear ft.116116000
Reinforced Concrete Pier Caplinear ft.9090000
Elastomeric Bearingeach1616000
Fixed Bearingeach44000
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.362362000