Mickles Switch Rd over Achmun Creek


Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:Mickles Switch Rd over Achmun Creek
Structure number:000000000017743
Location:0.45 MI E JCT SH 10
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:34.1 ft. [10.4 m]
Total length:35.1 ft. [10.7 m]
Roadway width between curbs:13.8 ft. [4.2 m]
Deck width edge-to-edge:14.8 ft. [4.5 m]
Owner:County Highway Agency [02]
Year built:1920
Year reconstructed:1989
Historic significance:Bridge is possibly eligible for the National Register of Historic Places [3]
Main span material:Steel [3]
Main span design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: March 2018

Good/Fair/Poor Condition:Fair
Status:Posted for load [P]
Average daily traffic:47 [as of 1987]
Truck traffic:1% of total traffic
Deck condition:Fair [5 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Fair [5 out of 9]
Structural appraisal:Basically intolerable requiring high priority of replacement [2]
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]
Pier/abutment protection:Navigation protection not required [1]
Scour condition:Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Sufficiency rating:24.6
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$220,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
March 2018FairFairSatisfactoryFair4724.6
March 2017FairFairSatisfactoryFair4724.6
March 2016FairFairFairFair4724.6
February 2015FairFairFairFair4724.8
March 2013FairFairFairFair4724.8
March 2011FairFairFairFair4724.8
March 2010FairFairFairFair4724.8
March 2009FairFairFairFair4724.8
April 2007FairFairFairFair4724.8
April 2006FairSatisfactoryFairFair4725.8
April 2005PoorSatisfactoryFairSerious4723.9
April 2004PoorSatisfactoryFairSerious4723.9
April 2003PoorGoodSatisfactorySerious4723.9
June 2002PoorGoodSatisfactoryPoor4723.9
January 2001GoodVery GoodVery GoodVery Good4780.0
February 1999GoodVery GoodVery GoodVery Good4780.0
March 1997GoodVery GoodVery GoodVery Good4780.0
March 1995GoodVery GoodVery GoodVery Good4780.0
February 1993GoodExcellentExcellentVery Good4780.0
February 1991GoodExcellentExcellentVery Good4766.6