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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: July 2015 

Status:Open, no restriction [A]
Average daily traffic:24,190 [as of 2010]
Truck traffic:3% 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:96.6

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
July 201596.6Not deficientGoodVery GoodVery Good24190
August 201496.6Not deficientGoodVery GoodVery Good24190
June 201396.6Not deficientVery GoodVery GoodVery Good24190
May 201296.6Not deficientVery GoodVery GoodVery Good24190
August 201196.6Not deficientVery GoodVery GoodVery Good24190
August 201096.3Not deficientVery GoodVery GoodVery Good26090
September 200996.3Not deficientVery GoodVery GoodVery Good26090
September 200896.3Not deficientVery GoodVery GoodVery Good26090
September 200796.3Not deficientVery GoodVery GoodVery Good26090
July 200695.7Not deficientVery GoodVery GoodVery Good30750
October 200595.7Not deficientVery GoodVery GoodVery Good30750
September 200495.7Not deficientVery GoodVery GoodVery Good30750
September 200395.7Not deficientVery GoodVery GoodGood30750
August 200295.5Not deficientGoodVery GoodGood32190
August 200095.5Not deficientSatisfactoryVery GoodVery Good32190
August 199995.5Not deficientSatisfactoryVery GoodVery Good32190
August 199795.5Not deficientVery GoodVery GoodVery Good32190
June 199696.2Not deficientVery GoodVery GoodVery Good26980
October 199596.0Not deficientVery GoodVery GoodGood26980
September 199496.0Not deficientSatisfactoryGoodSatisfactory26980
June 199396.0Not deficientSatisfactoryGoodSatisfactory26980
June 199294.9Not deficientFairGoodSatisfactory26980
June 199194.9Not deficientFairGoodGood26980