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WATTS MILL RD over LITTLE BEAVER CREEK

Map

Coordinates:
+40.79058, -80.49383
40°47'26" N, 80°29'38" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts

Name:WATTS MILL RD over LITTLE BEAVER CREEK
Structure number:000000000003740
Old structure number:044009006000000 (from 1992 edition)
Location:1/4 MI. S.E. OF SR 4004
Purpose:Carries highway over waterway
Route classification:Local (Urban) [19]
Length of largest span:47.9 ft. [14.6 m]
Total length:108.9 ft. [33.2 m]
Roadway width between curbs:12.5 ft. [3.8 m]
Deck width edge-to-edge:14.1 ft. [4.3 m]
Owner:State Highway Agency [01]
Year built:1878
Historic significance:Bridge is on the National Register of Historic Places [1]
Design load:MS 18 / HS 20 [5]
Number of main spans:2
Main spans material:Aluminum, Wrought Iron or Cast Iron [9]
Main spans design:Truss - Thru [10]
Deck type:Open Grating [3]

Latest Available Inspection: October 2016

Good/Fair/Poor Condition:Poor
Status:Bridge closed to all traffic [K]
Average daily traffic:59 [as of 2016]
Truck traffic:15% of total traffic
Deck condition:Poor [4 out of 9]
Superstructure condition:Imminent Failure [1 out of 9]
Substructure condition:Poor [4 out of 9]
Deck geometry appraisal:Meets minimum tolerable limits to be left in place as is [4]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Basically intolerable requiring high priority of corrrective action [3]
Channel protection:Bank protection is being eroded. River control devices and/or embankment have major damage. Trees and rush restrict the channel. [5]
Scour condition:Bridge is scour critical; bridge foundations determined to be unstable. [3]
Operating rating:12.0 tons [10.9 metric tons]
Inventory rating:7.0 tons [6.4 metric tons]
Sufficiency rating:15.7
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$1,389,000

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
October 201615.7PoorPoorImminent FailurePoorSD59
October 201415.7PoorPoorImminent FailurePoorSD61
October 201218.3PoorFairSeriousPoorSD62
October 201118.4PoorFairSeriousPoorSD57
October 201018.4PoorFairSeriousPoorSD57
October 200918.4PoorFairSeriousPoorSD57
October 200818.4PoorFairSeriousPoorSD57
October 200718.4PoorFairSeriousPoorSD57
October 200618.4PoorFairSeriousPoorSD53
October 200518.4PoorFairSeriousPoorSD52
October 200418.4PoorFairSeriousPoorSD51
October 200318.5PoorFairSeriousPoorSD50
October 200218.5PoorFairSeriousPoorSD49
October 200118.5PoorFairSeriousPoorSD49
October 200018.5PoorFairPoorPoorSD49
October 199918.2PoorFairPoorPoorSD69
October 199818.3PoorFairPoorPoorSD68
November 199718.3PoorFairPoorPoorSD67
October 199618.3PoorFairPoorPoorSD66
October 199518.3PoorFairPoorPoorSD65
October 199418.3PoorFairPoorPoorSD64
October 199318.3PoorFairPoorPoorSD63
October 199218.3PoorFairPoorPoorSD63
October 199121.6PoorFairPoorPoorSD61