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SR 161 over ALUM CREEK

Map

Coordinates:
+40.08111, -82.91944
40°04'52" N, 82°55'10" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts

Name:SR 161 over ALUM CREEK
Structure number:2509091
Location:0.66 MI W OF SR270
Purpose:Carries highway over waterway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:63.7 ft. [19.4 m]
Total length:196.2 ft. [59.8 m]
Roadway width between curbs:98.1 ft. [29.9 m]
Deck width edge-to-edge:102.0 ft. [31.1 m]
Owner:State Highway Agency [01]
Year built:1973
Year reconstructed:2006
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 22.5 / HS 25 [9]
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:Other [9]

Latest Available Inspection: June 2016

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:31,322 [as of 2015]
Truck traffic:4% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Very Good [8 out of 9]
Substructure condition:Very Good [8 out of 9]
Structural appraisal:Equal to present desirable criteria [8]
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:44.6 tons [40.5 metric tons]
Inventory rating:35.6 tons [32.4 metric tons]
Sufficiency rating:95.6

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
June 201695.6GoodGoodVery GoodVery Good-31322
July 201596.6GoodGoodVery GoodVery Good-24190
August 201496.6GoodGoodVery GoodVery Good-24190
June 201396.6GoodVery GoodVery GoodVery Good-24190
May 201296.6GoodVery GoodVery GoodVery Good-24190
August 201196.6GoodVery GoodVery GoodVery Good-24190
August 201096.3GoodVery GoodVery GoodVery Good-26090
September 200996.3GoodVery GoodVery GoodVery Good-26090
September 200896.3GoodVery GoodVery GoodVery Good-26090
September 200796.3GoodVery GoodVery GoodVery Good-26090
July 200695.7GoodVery GoodVery GoodVery Good-30750
October 200595.7GoodVery GoodVery GoodVery Good-30750
September 200495.7GoodVery GoodVery GoodVery Good-30750
September 200395.7GoodVery GoodVery GoodGood-30750
August 200295.5GoodGoodVery GoodGood-32190
August 200095.5FairSatisfactoryVery GoodVery Good-32190
August 199995.5FairSatisfactoryVery GoodVery Good-32190
August 199795.5GoodVery GoodVery GoodVery Good-32190
June 199696.2GoodVery GoodVery GoodVery Good-26980
October 199596.0GoodVery GoodVery GoodGood-26980
September 199496.0FairSatisfactoryGoodSatisfactory-26980
June 199396.0FairSatisfactoryGoodSatisfactory-26980
June 199294.9FairFairGoodSatisfactory-26980
June 199194.9FairFairGoodGood-26980