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WATKINS RD over ALUM CREEK (WATKINS)

Map

Coordinates:
+39.90377, -82.91675
39°54'14" N, 82°55'00" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:WATKINS RD over ALUM CREEK (WATKINS)
Structure number:2535599
Location:0.15 MI EAST OF SPANGLER
Purpose:Carries highway over waterway
Route classification:Local (Urban) [19]
Length of largest span:48.9 ft. [14.9 m]
Total length:130.9 ft. [39.9 m]
Roadway width between curbs:36.1 ft. [11.0 m]
Deck width edge-to-edge:36.1 ft. [11.0 m]
Owner:County Highway Agency [02]
Year built:1995
Historic significance:Historical significance is not determinable at this time [4]
Design load:MS 18+Mod / HS 20+Mod [6]
Number of main spans:3
Main spans material:Prestressed concrete [5]
Main spans design:Box beam or girders - Multiple [05]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: October 2017

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:3,795 [as of 1997]
Truck traffic:3% of total traffic
Deck condition:Very Good [8 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:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Water adequacy appraisal:Superior to present desirable criteria [9]
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]
Sufficiency rating:93.4

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
October 2017GoodVery GoodVery GoodVery Good379593.4
November 2016GoodVery GoodVery GoodVery Good379593.4
November 2015GoodVery GoodVery GoodVery Good379593.4
December 2014GoodVery GoodVery GoodVery Good379593.4
November 2013GoodVery GoodVery GoodVery Good379593.4
November 2012GoodVery GoodVery GoodVery Good379593.4
January 2012GoodVery GoodVery GoodVery Good379593.4
November 2010GoodVery GoodVery GoodVery Good379593.4
October 2009GoodVery GoodVery GoodVery Good379593.4
October 2008GoodVery GoodVery GoodVery Good379593.4
October 2007GoodVery GoodVery GoodVery Good379593.4
December 2006GoodVery GoodVery GoodVery Good379593.4
October 2005GoodVery GoodVery GoodVery Good379593.4
October 2004GoodVery GoodVery GoodVery Good379593.4
October 2003GoodVery GoodVery GoodVery Good379593.4
October 2002GoodVery GoodVery GoodVery Good379593.4
November 2001GoodVery GoodVery GoodVery Good379593.4
November 2000GoodVery GoodVery GoodVery Good379593.4
October 1999GoodVery GoodVery GoodVery Good379593.4
October 1998GoodVery GoodVery GoodVery Good379593.4
September 1996GoodVery GoodVery GoodVery Good379593.4
November 1995GoodExcellentVery GoodExcellent357793.4