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FAP 115 347587C over CSX RAILROAD

Map

Coordinates:
+35.89528, -83.95278
35°53'43" N, 83°57'10" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:FAP 115 347587C over CSX RAILROAD
Structure number:47SR1150006
Location:IN KNOXVILLE
Purpose:Carries highway over railroad
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:57.1 ft. [17.4 m]
Total length:171.9 ft. [52.4 m]
Roadway width between curbs:27.9 ft. [8.5 m]
Deck width edge-to-edge:33.8 ft. [10.3 m]
Vertical clearance below bridge:20.7 ft. [6.3 m]
Skew angle:45°
Owner:State Highway Agency [01]
Year built:1934
Year reconstructed:1964
Historic significance:Historical significance is not determinable at this time [4]
Design load:MS 18+Mod / HS 20+Mod [6]
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:Fair [5 out of 9]
Substructure condition:Fair [5 out of 9]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal:Basically intolerable requiring high priority of corrrective action [3]
Underclearances appraisal:Meets minimum tolerable limits to be left in place as is [4]
Roadway alignment appraisal:Equal to present minimum criteria [6]
Scour condition:Bridge not over waterway. [N]
Operating rating:41.6 tons [37.8 metric tons]
Inventory rating:24.8 tons [22.5 metric tons]
Sufficiency rating:47.1
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$1,952,000

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
February 201647.1FairFairFairFairFO51560
February 201447.9FairFairFairFairFO47010
February 201248.1FairFairFairFairFO46130
March 201052.8FairFairSatisfactoryFairFO41270
April 200866.4FairFairSatisfactorySatisfactoryFO46520
March 200666.2FairFairSatisfactorySatisfactoryFO48060
February 200466.9FairFairSatisfactorySatisfactoryFO42940
November 200167.6FairSatisfactorySatisfactorySatisfactoryFO45850
December 199967.9FairSatisfactorySatisfactorySatisfactoryFO44030
April 199867.4FairSatisfactorySatisfactorySatisfactoryFO47510
October 199567.3FairSatisfactorySatisfactorySatisfactoryFO48960
June 199455.5FairSatisfactorySatisfactoryFairFO45820
February 199252.5FairSatisfactorySatisfactoryFairFO46890
February 199055.3FairSatisfactorySatisfactoryFairFO46890

Element Data

Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.
ElementUnitsQuantity1. Good2. Fair3. Poor4. Serious
Superstructure
Reinforced Concrete Girder/Beamlinear ft.1,032688307370
Deck
Prestressed Concrete Top Flangesq. ft.5,8484,2141,584500
Wearing Surfacessq. ft.4,8164,816000
Substructure
Reinforced Concrete Columneach1610330
Reinforced Concrete Abutmentlinear ft.68581000
Reinforced Concrete Pier Caplinear ft.1365025610
Bearings
Movable Bearingeach42200
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.34417217200