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CLARK ROAD over MILLERS FORK

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:CLARK ROAD over MILLERS FORK
Structure number:1934627
Location:.28 MI E FRIDAY
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:71.9 ft. [21.9 m]
Total length:76.1 ft. [23.2 m]
Roadway width between curbs:24.0 ft. [7.3 m]
Deck width edge-to-edge:24.0 ft. [7.3 m]
Skew angle:20°
Owner:County Highway Agency [02]
Year built:1985
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Main span material:Steel [3]
Main span design:Truss - Thru [10]
Deck type:Wood or Timber [8]
Wearing surface:Bituminous [6]

Latest Available Inspection: September 2016

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:351 [as of 2015]
Truck traffic:7% 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 minimum criteria [6]
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:Superior to present desirable criteria [9]
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:35.6 tons [32.4 metric tons]
Inventory rating:23.9 tons [21.7 metric tons]
Sufficiency rating:72.4

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
September 201672.4GoodVery GoodVery GoodVery Good-351
September 201582.6GoodVery GoodVery GoodVery Good-100
July 201494.0GoodVery GoodVery GoodVery Good-100
September 201382.6GoodVery GoodVery GoodVery Good-100
August 201282.6GoodVery GoodVery GoodVery Good-100
August 201183.6GoodVery GoodVery GoodVery Good-100
September 201083.6GoodVery GoodVery GoodVery Good-100
December 200983.4GoodVery GoodVery GoodVery Good-100
November 200895.0GoodVery GoodVery GoodVery Good-100
September 200795.0GoodVery GoodVery GoodVery Good-100
April 200695.0GoodVery GoodVery GoodVery Good-100
October 200595.0GoodVery GoodVery GoodVery Good-100
November 200495.0GoodVery GoodVery GoodVery Good-100
December 200295.0GoodVery GoodVery GoodVery Good-100
November 200195.0GoodVery GoodVery GoodVery Good-100
September 200095.0GoodVery GoodVery GoodVery Good-100
October 199995.0GoodVery GoodVery GoodVery Good-100
October 199895.0GoodVery GoodVery GoodVery Good-100
October 199695.0GoodVery GoodVery GoodVery Good-100
October 199595.0GoodVery GoodVery GoodVery Good-100
November 199495.0GoodVery GoodVery GoodVery Good-100
November 199395.0GoodVery GoodVery GoodVery Good-100
October 199295.0GoodVery GoodVery GoodVery Good-100
January 199295.0GoodVery GoodVery GoodVery Good-100