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FAP 115 LL over KNOBS CREEK

Map

Coordinates:
+35.89250, -83.95306
35°53'33" N, 83°57'11" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:FAP 115 LL over KNOBS CREEK
Structure number:47SR1150004
Location:1.4 MI N. OF BLOUNT CO. L
Purpose:Carries highway over waterway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:53.2 ft. [16.2 m]
Total length:159.5 ft. [48.6 m]
Roadway width between curbs:28.2 ft. [8.6 m]
Deck width edge-to-edge:34.1 ft. [10.4 m]
Skew angle:30°
Owner:State Highway Agency [01]
Year built:1936
Year reconstructed:1962
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 [1]
Main spans design:Tee beam [04]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: February 2016

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:51,560 [as of 2015]
Truck traffic:5% of total traffic
Deck condition:Fair [5 out of 9]
Superstructure condition:Satisfactory [6 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]
Water adequacy appraisal:Superior to present desirable criteria [9]
Roadway alignment appraisal:Equal to present minimum criteria [6]
Channel protection:Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. [7]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:52.5 tons [47.7 metric tons]
Inventory rating:31.7 tons [28.8 metric tons]
Sufficiency rating:70.2
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$677,000

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
February 201670.2FairFairSatisfactorySatisfactoryFO51560
February 201470.8FairFairGoodGoodFO47010
February 201270.9FairFairGoodGoodFO46130
March 201071.4FairFairGoodGoodFO41270
April 200872.7FairFairGoodGoodFO46520
March 200672.5FairFairGoodGoodFO48060
February 200473.2FairFairGoodGoodFO42940
November 200173.9FairSatisfactoryGoodGoodFO45850
December 199974.1GoodGoodGoodGoodFO44030
April 199873.7GoodGoodGoodGoodFO47510
October 199568.2GoodGoodGoodGoodFO48960
May 199468.5GoodGoodGoodGoodFO45820
February 199268.4GoodGoodGoodGoodFO46890
February 199068.4GoodGoodGoodGoodFO46890

Element Data

Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.
ElementUnitsQuantity1. Good2. Fair3. Poor4. Serious
Superstructure
Reinforced Concrete Girder/Beamlinear ft.9579421500
Deck
Reinforced Concrete Top Flangesq. ft.5,4235,423000
Wearing Surfacessq. ft.4,4664,466000
Substructure
Reinforced Concrete Pier Walllinear ft.5044060
Reinforced Concrete Abutmentlinear ft.6868000
Bearings
Movable Bearingeach1201200
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.319031900