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CR 5 over MANILLA CREEK

Map

Coordinates:
+38.51843, -81.80873
38°31'06" N, 81°48'31" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:CR 5 over MANILLA CREEK
Structure number:00000000040A002
Location:2.62 MI N OF CR 27
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:69.9 ft. [21.3 m]
Total length:71.5 ft. [21.8 m]
Roadway width between curbs:23.3 ft. [7.1 m]
Deck width edge-to-edge:24.3 ft. [7.4 m]
Skew angle:15°
Owner:State Highway Agency [01]
Year built:1991
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 22.5 / HS 25 [9]
Main span material:Prestressed concrete [5]
Main span design:Box beam or girders - Multiple [05]
Deck type:Other [9]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: December 2016

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:696 [as of 2015]
Truck traffic:5% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Meets minimum tolerable limits to be left in place as is [4]
Water adequacy appraisal:Superior to present desirable criteria [9]
Roadway alignment appraisal:Equal to present minimum criteria [6]
Channel protection:There are no noticeable or noteworthy deficiencies which affect the condition of the channel. [9]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Sufficiency rating:87.5

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
December 2016FairSatisfactorySatisfactoryGood69687.5
December 2012FairGoodSatisfactoryGood60087.5
December 2008GoodGoodGoodGood22092.0
January 2005GoodGoodGoodGood20092.0
January 2001GoodVery GoodVery GoodVery Good20092.0
January 1999GoodVery GoodVery GoodVery Good20092.0
March 1997GoodVery GoodVery GoodVery Good20092.0
March 1995GoodVery GoodVery GoodVery Good20091.3
April 1993GoodExcellentExcellentVery Good45086.3
April 1991GoodExcellentExcellentVery Good45086.3