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US 40 over WEST FK WHITE LICK CREEK

Map

Coordinates:
+39.68778, -86.44667
39°41'16" N, 86°26'48" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:US 40 over WEST FK WHITE LICK CREEK
Structure number:013790
Location:02.32 E SR 39
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Major Collector (Rural) [07]
Length of largest span:85.0 ft. [25.9 m]
Total length:171.9 ft. [52.4 m]
Roadway width between curbs:84.0 ft. [25.6 m]
Deck width edge-to-edge:86.9 ft. [26.5 m]
Skew angle:15°
Owner:State Highway Agency [01]
Year built:1940
Year reconstructed:1986
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:M 18 / H 20 [4]
Number of main spans:2
Main spans material:Concrete [1]
Main spans design:Arch - Deck [11]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: December 2015

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:16,231 [as of 2004]
Truck traffic:10% of total traffic
Deck condition:Satisfactory [6 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:Superior to present desirable criteria [9]
Water adequacy appraisal:Better than present minimum criteria [7]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. [6]
Scour condition:Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Operating rating:98.8 tons [89.8 metric tons]
Inventory rating:62.8 tons [57.1 metric tons]
Sufficiency rating:93.9
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$23,929,000

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
December 201593.9FairSatisfactorySatisfactorySatisfactory-16231
December 201393.9FairSatisfactorySatisfactorySatisfactory-16231
November 201193.9FairSatisfactorySatisfactorySatisfactory-16231
November 200979.6FairSatisfactorySatisfactoryFair-16231
February 200891.5FairSatisfactorySatisfactorySatisfactory-16231
June 200694.7FairSatisfactorySatisfactorySatisfactory-16231
June 200491.5FairGoodGoodSatisfactory-16231
June 200291.7FairGoodGoodSatisfactory-15913
March 200191.7FairGoodGoodSatisfactory-15913
April 199993.0FairGoodGoodSatisfactory-12345
April 199793.0FairGoodGoodSatisfactory-12345
April 199593.1FairGoodGoodSatisfactory-12044
April 199384.1FairGoodGoodSatisfactory-11000
April 199191.8FairGoodSatisfactorySatisfactory-11000