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SR 67 over BUTLER CREEK

Map

Coordinates:
+39.37833, -86.61333
39°22'42" N, 86°36'48" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:SR 67 over BUTLER CREEK
Structure number:023930
Location:07.49 N US 231
Purpose:Carries highway over waterway
Route classification:Minor Arterial (Rural) [06]
Length of largest span:28.5 ft. [8.7 m]
Total length:77.1 ft. [23.5 m]
Roadway width between curbs:45.3 ft. [13.8 m]
Deck width edge-to-edge:48.2 ft. [14.7 m]
Skew angle:30°
Owner:State Highway Agency [01]
Year built:1992
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:Concrete continuous [2]
Main spans design:Slab [01]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: February 2016

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:5,967 [as of 2004]
Truck traffic:10% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Very Good [8 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Superior to present desirable criteria [9]
Water adequacy appraisal:Equal to present desirable criteria [8]
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 the assessed or calculated scour condition. [8]
Operating rating:65.9 tons [59.9 metric tons]
Inventory rating:39.9 tons [36.3 metric tons]
Sufficiency rating:99.2

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
February 201699.2FairGoodSatisfactoryVery Good-5967
February 201499.2FairSatisfactorySatisfactoryGood-5967
February 201299.2FairSatisfactorySatisfactoryGood-5967
March 201099.2FairSatisfactorySatisfactoryGood-5967
April 200899.2FairSatisfactorySatisfactoryGood-5967
May 200691.9FairSatisfactorySatisfactoryVery Good-5967
May 200491.6GoodGoodGoodVery Good-5967
July 200291.6GoodVery GoodVery GoodVery Good-5850
August 200091.7GoodVery GoodVery GoodVery Good-5191
September 199889.7GoodVery GoodVery GoodVery Good-5191
November 199697.3GoodVery GoodVery GoodVery Good-5191
December 199497.2GoodExcellentVery GoodVery Good-5100
May 199397.2GoodExcellentVery GoodVery Good-5100
July 199059.7PoorPoorPoorSatisfactorySD5100