Twp. Rd. V over DITCH 557 OWL CREEK


Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:Twp. Rd. V over DITCH 557 OWL CREEK
Structure number:3532100
Location:0.4 mi. east of Rd. 23
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:39.0 ft. [11.9 m]
Total length:44.0 ft. [13.4 m]
Roadway width between curbs:24.0 ft. [7.3 m]
Deck width edge-to-edge:24.3 ft. [7.4 m]
Skew angle:20°
Owner:County Highway Agency [02]
Year built:1956
Year reconstructed:1986
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Main span material:Steel [3]
Main span design:Stringer/Multi-beam or girder [02]
Deck type:Corrugated Steel [6]
Wearing surface:Bituminous [6]

Latest Available Inspection: August 2016

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:227 [as of 2015]
Truck traffic:7% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Fair [5 out of 9]
Substructure condition:Good [7 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:Equal to present minimum criteria [6]
Roadway alignment appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
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 (including piles) on dry land well above flood water elevations. [9]
Operating rating:30.7 tons [27.9 metric tons]
Inventory rating:20.7 tons [18.8 metric tons]
Sufficiency rating:63.1

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
August 201663.1FairGoodFairGood-227
September 201563.1FairGoodFairGood-181
June 201463.1FairGoodFairGood-181
September 201368.7FairGoodFairGood-50
July 201268.7FairGoodFairGood-50
August 201168.7FairGoodFairGood-50
August 201068.7FairGoodFairGood-50
August 200968.8FairGoodFairGood-50
September 200885.0FairGoodFairVery Good-50
September 200785.0FairVery GoodFairVery Good-50
August 200685.0FairVery GoodFairVery Good-50
July 200585.0FairVery GoodFairVery Good-50
August 200485.0FairVery GoodFairVery Good-50
July 200385.0FairVery GoodFairVery Good-50
June 200285.0FairVery GoodFairVery Good-50
August 200085.0FairVery GoodFairVery Good-50
June 199985.0FairVery GoodFairVery Good-50
August 199885.0FairVery GoodFairVery Good-50
August 199785.0FairVery GoodFairVery Good-50
September 199685.0FairVery GoodFairVery Good-50
June 199585.0FairVery GoodFairVery Good-50
July 199485.0FairVery GoodFairVery Good-50
August 199396.0FairVery GoodSatisfactoryVery Good-50
December 199196.0FairSatisfactorySatisfactorySatisfactory-50
May 199096.0FairVery GoodSatisfactoryVery Good-50