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FAP 153 over SR 317

Map

Coordinates:
+35.07472, -85.19861
35°04'29" N, 85°11'55" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:FAP 153 over SR 317
Structure number:33SR0022019
Location:SR-153 / SR-317 JCT.
Purpose:Carries highway over highway
Route classification:Principal Arterial - Other Freeways or Expressways (Urban) [12]
Length of largest span:79.1 ft. [24.1 m]
Total length:252.0 ft. [76.8 m]
Roadway width between curbs:124.0 ft. [37.8 m]
Deck width edge-to-edge:126.0 ft. [38.4 m]
Vertical clearance below bridge:15.1 ft. [4.6 m]
Skew angle:42°
Owner:State Highway Agency [01]
Year built:1961
Year reconstructed:2003
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: April 2015

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:67,880 [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: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]
Operating rating:48.5 tons [44.1 metric tons]
Inventory rating:35.6 tons [32.4 metric tons]
Sufficiency rating:94.7

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
April 201594.7GoodGoodGoodGood-67880
April 201395.0GoodGoodGoodGood-61590
April 201194.7GoodGoodGoodGood-68590
April 200994.9FairSatisfactoryGoodGood-65060
March 200794.5FairSatisfactoryGoodGood-73680
April 200594.5FairSatisfactoryGoodGood-73110
July 200494.8FairSatisfactoryGoodGood-66150
March 200373.0FairSatisfactorySatisfactorySatisfactory-82560
March 200171.4FairSatisfactorySatisfactorySatisfactoryFO76840
February 199969.1FairSatisfactorySatisfactorySatisfactoryFO78110
May 199776.2FairSatisfactorySatisfactorySatisfactoryFO65040
March 199577.0FairSatisfactoryGoodGoodFO64660
March 199377.0FairSatisfactoryGoodGoodFO58880
February 199174.0FairFairGoodGoodFO54810

Element Data

Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.
ElementUnitsQuantity1. Good2. Fair3. Poor4. Serious
Superstructure
Prestressed Concrete Girder/Beamlinear ft.1,7641,761300
Reinforced Concrete Girder/Beamlinear ft.2,5202,21930010
Deck
Reinforced Concrete Decksq. ft.31,75231,752000
Substructure
Reinforced Concrete Columneach99000
Reinforced Concrete Abutmentlinear ft.4083783270
Reinforced Concrete Pier Caplinear ft.492488040
Bearings
Elastomeric Bearingeach2121000
Movable Bearingeach4040000
Fixed Bearingeach1010000
Other Bearingeach1414000
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.756756000