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WATKINS RD MR-2174 over MILL RACE (WATKINS)

Map

Coordinates:
+39.90333, -82.91667
39°54'12" N, 82°55'00" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts

Name:WATKINS RD MR-2174 over MILL RACE (WATKINS)
Structure number:2535580
Location:0.1 MI EAST OF SPANGLER
Purpose:Carries highway over waterway
Route classification:Local (Urban) [19]
Length of largest span:24.0 ft. [7.3 m]
Total length:25.9 ft. [7.9 m]
Roadway width between curbs:36.1 ft. [11.0 m]
Deck width edge-to-edge:36.1 ft. [11.0 m]
Skew angle:15°
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]
Main span material:Concrete [1]
Main span design:Frame [07]
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:Equal to present desirable criteria [8]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. [8]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:44.9 tons [40.8 metric tons]
Inventory rating:36.0 tons [32.7 metric tons]
Sufficiency rating:91.4

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
November 201691.4GoodVery GoodVery GoodVery Good-3795
November 201591.4GoodVery GoodVery GoodVery Good-3795
December 201491.4GoodVery GoodVery GoodVery Good-3795
December 201393.4GoodVery GoodVery GoodVery Good-3795
December 201293.4GoodVery GoodVery GoodVery Good-3795
December 201193.4GoodVery GoodVery GoodVery Good-3795
November 201093.4GoodGoodGoodVery Good-3795
October 200993.4GoodGoodGoodVery 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 199593.4GoodExcellentExcellentExcellent-3577