Share:

WATKINS RD over ALUM CREEK (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 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 2015 

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. ratingEvaluationDeckSuper.Sub.ADT
November 201593.4Not deficientVery GoodVery GoodVery Good3795
December 201493.4Not deficientVery GoodVery GoodVery Good3795
November 201393.4Not deficientVery GoodVery GoodVery Good3795
November 201293.4Not deficientVery GoodVery GoodVery Good3795
January 201293.4Not deficientVery GoodVery GoodVery Good3795
November 201093.4Not deficientVery GoodVery GoodVery Good3795
October 200993.4Not deficientVery GoodVery GoodVery Good3795
October 200893.4Not deficientVery GoodVery GoodVery Good3795
October 200793.4Not deficientVery GoodVery GoodVery Good3795
December 200693.4Not deficientVery GoodVery GoodVery Good3795
October 200593.4Not deficientVery GoodVery GoodVery Good3795
October 200493.4Not deficientVery GoodVery GoodVery Good3795
October 200393.4Not deficientVery GoodVery GoodVery Good3795
October 200293.4Not deficientVery GoodVery GoodVery Good3795
November 200193.4Not deficientVery GoodVery GoodVery Good3795
November 200093.4Not deficientVery GoodVery GoodVery Good3795
October 199993.4Not deficientVery GoodVery GoodVery Good3795
October 199893.4Not deficientVery GoodVery GoodVery Good3795
September 199693.4Not deficientVery GoodVery GoodVery Good3795
November 199593.4Not deficientExcellentVery GoodExcellent3577