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SR 236 over WEST FK BIG WALNUT CREEK

Map

Coordinates:
+39.85472, -86.66972
39°51'17" N, 86°40'11" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:SR 236 over WEST FK BIG WALNUT CREEK
Structure number:029840
Location:01.60 W SR 75
Purpose:Carries highway over waterway
Route classification:Major Collector (Rural) [07]
Length of largest span:80.1 ft. [24.4 m]
Total length:163.1 ft. [49.7 m]
Roadway width between curbs:27.9 ft. [8.5 m]
Deck width edge-to-edge:29.5 ft. [9.0 m]
Skew angle:40°
Owner:State Highway Agency [01]
Year built:1948
Year reconstructed:1981
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:2
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: April 2015

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:1,250 [as of 2006]
Truck traffic:4% of total traffic
Deck condition:Satisfactory [6 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:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
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:Countermeasures have been installed to mitigate an existing problem with scour. [7]
Operating rating:52.9 tons [48.1 metric tons]
Inventory rating:31.9 tons [29.0 metric tons]
Sufficiency rating:75.8
Recommended work:Other structural work, including hydraulic replacements. [38]
Estimated cost of work:$51,000

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
April 201575.8FairSatisfactoryFairFair-1250
April 201375.8FairSatisfactoryFairFair-1250
August 201175.6FairSatisfactoryFairFair-1250
August 200959.6PoorFairFairPoorSD1360
August 200761.8PoorFairFairPoorSD1360
August 200662.0PoorFairFairPoorSD1423
August 200561.8PoorFairFairPoorSD1423
November 200390.1FairSatisfactorySatisfactorySatisfactory-1395
November 200186.9FairSatisfactorySatisfactorySatisfactory-1395
November 199886.0FairFairGoodSatisfactory-1082
November 199687.0FairGoodGoodSatisfactory-1082
November 199488.1FairGoodGoodSatisfactory-800
December 199287.1FairGoodGoodSatisfactory-800
February 199177.2FairSatisfactorySatisfactoryFair-800