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WATKINS RD over ALUM CREEK (WATKINS)

Map

Coordinates:
+39.90333, -82.91667
39°54'12" 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: November 2016

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]
Operating rating:65.6 tons [59.6 metric tons]
Inventory rating:39.2 tons [35.6 metric tons]
Sufficiency rating:93.4

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
November 201693.4GoodVery GoodVery GoodVery Good-3795
November 201593.4GoodVery GoodVery GoodVery Good-3795
December 201493.4GoodVery GoodVery GoodVery Good-3795
November 201393.4GoodVery GoodVery GoodVery Good-3795
November 201293.4GoodVery GoodVery GoodVery Good-3795
January 201293.4GoodVery GoodVery GoodVery Good-3795
November 201093.4GoodVery GoodVery GoodVery Good-3795
October 200993.4GoodVery GoodVery GoodVery Good-3795
October 200893.4GoodVery GoodVery GoodVery Good-3795
October 200793.4GoodVery GoodVery GoodVery Good-3795
December 200693.4GoodVery GoodVery GoodVery Good-3795
October 200593.4GoodVery GoodVery GoodVery Good-3795
October 200493.4GoodVery GoodVery GoodVery Good-3795
October 200393.4GoodVery GoodVery GoodVery Good-3795
October 200293.4GoodVery GoodVery GoodVery Good-3795
November 200193.4GoodVery GoodVery GoodVery Good-3795
November 200093.4GoodVery GoodVery GoodVery Good-3795
October 199993.4GoodVery GoodVery GoodVery Good-3795
October 199893.4GoodVery GoodVery GoodVery Good-3795
September 199693.4GoodVery GoodVery GoodVery Good-3795
November 199593.4GoodExcellentVery GoodExcellent-3577