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EB-9004 over DRAKES CREEK

Map

Coordinates:
+37.14696, -87.46502
37°08'49" N, 87°27'54" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:EB-9004 over DRAKES CREEK
Structure number:054B00014R
Old structure number:054*9004*B0014P (from 1992 edition)
Location:SBL 1.2 M N OF CHRISTN CL
Purpose:Carries highway over waterway
Route classification:Principal Arterial - Other (Rural) [02]
Length of largest span:50.9 ft. [15.5 m]
Total length:157.2 ft. [47.9 m]
Roadway width between curbs:38.1 ft. [11.6 m]
Deck width edge-to-edge:41.7 ft. [12.7 m]
Owner:State Highway Agency [01]
Year built:1968
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Number of main spans:3
Main spans material:Prestressed concrete [5]
Main spans design:Stringer/Multi-beam or girder [02]
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:4,961 [as of 2013]
Truck traffic:34% of total traffic
Deck condition:Very Good [8 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:Better than present minimum criteria [7]
Water adequacy appraisal:Better than present minimum criteria [7]
Roadway alignment appraisal:Better than present minimum criteria [7]
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:109.8 tons [99.8 metric tons]
Inventory rating:61.8 tons [56.2 metric tons]
Sufficiency rating:99.5

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
April 201599.5GoodVery GoodGoodGood-4961
April 201399.5FairSatisfactoryGoodGood-4961
April 201199.5FairSatisfactoryGoodGood-5250
May 200999.6GoodGoodGoodGood-4715
August 200798.1GoodGoodGoodGood-9710
May 200599.2GoodGoodGoodGood-8874
May 200399.2GoodGoodGoodGood-8960
May 200197.2GoodGoodGoodGood-8960
May 199995.2FairGoodSatisfactoryGood-8960
May 199795.2GoodGoodGoodGood-8116
May 199595.6FairSatisfactoryGoodGood-4754
May 199395.6FairSatisfactoryGoodGood-4754
May 199194.6FairSatisfactoryVery GoodSatisfactory-4754

Element Data

Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.
ElementUnitsQuantity1. Good2. Fair3. Poor4. Serious
Superstructure
Prestressed Concrete Girder/Beamlinear ft.785785000
Deck
Reinforced Concrete Decksq. ft.6,5726,572000
Wearing Surfacessq. ft.5,9725,972000
Substructure
Reinforced Concrete Columneach1818000
Reinforced Concrete Abutmentlinear ft.8484000
Reinforced Concrete Pier Caplinear ft.7872600
Joints
Strip Seal Jointlinear ft.8484000
Bearings
Movable Bearingeach1001000
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.314314000
Reinforced Concrete Bridge Raillinear ft.314314000