Share:

I-275 WB over CSX RR-KY 177-LICKNG RVR

Map

Coordinates:
+39.02250, -84.48972
39°01'21" N, 84°29'23" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:I-275 WB over CSX RR-KY 177-LICKNG RVR
Structure number:059B00052L
Location:WBL @CAMPBELL CO LN.
Purpose:Carries highway over highway, waterway, and railroad
Route classification:Principal Arterial - Interstate (Urban) [11]
Length of largest span:220.2 ft. [67.1 m]
Total length:1527.0 ft. [465.4 m]
Roadway width between curbs:50.9 ft. [15.5 m]
Deck width edge-to-edge:55.1 ft. [16.8 m]
Vertical clearance below bridge:59.1 ft. [18.0 m]
Owner:State Highway Agency [01]
Year built:1973
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18+Mod / HS 20+Mod [6]
Number of main spans:9
Main spans material:Steel continuous [4]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Latex Concrete or similar additive [3]

Latest Available Inspection: October 2017

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:49,664 [as of 2016]
Truck traffic:6% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Underclearances appraisal:Superior to present desirable criteria [9]
Water adequacy appraisal:Superior to present desirable criteria [9]
Roadway alignment appraisal:Superior to present desirable criteria [9]
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]
Pier/abutment protection:Navigation protection not required [1]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Sufficiency rating:92.0

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
October 2017FairGoodGoodSatisfactory4966492.0
October 2015FairGoodGoodSatisfactory4735292.0
October 2013FairGoodGoodSatisfactory4658392.0
October 2011FairGoodSatisfactorySatisfactory4600081.0
December 2009FairGoodGoodSatisfactory5150080.4
March 2008FairGoodGoodSatisfactory10300074.7
November 2005GoodGoodGoodGood10067173.0

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Girder/Beamlinear ft.9,1329,132000
Steel Protective Coatingsq. ft.187,206187,206000
Deck
Reinforced Concrete Decksq. ft.83,98083,14084000
Wearing Surfacessq. ft.77,87877,03884000
Substructure
Reinforced Concrete Columneach2417520
Reinforced Concrete Abutmentlinear ft.112922000
Reinforced Concrete Pier Caplinear ft.42430965500
Joints
Strip Seal Jointlinear ft.162001566
Compression Jointlinear ft.108001080
Bearings
Movable Bearingeach482610012
Steel Protective Coatingsq. ft.9696000
Fixed Bearingeach3030000
Steel Protective Coatingsq. ft.6060000
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.3,0543,0243000
Steel Protective Coatingsq. ft.763763000
Reinforced Concrete Bridge Raillinear ft.3,0542,95410000