+46.25189, -119.72704
46°15'07" N, 119°43'37" W


Source: National Bridge Inventory. Information not verified; use at your own risk.
Structure number:082517000000000
Location:00.80 N KING TULL
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:22.0 ft. [6.7 m]
Total length:24.9 ft. [7.6 m]
Roadway width between curbs:23.6 ft. [7.2 m]
Deck width edge-to-edge:24.6 ft. [7.5 m]
Skew angle:20°
Owner:County Highway Agency [02]
Year built:1993
Historic significance:Historical significance is not determinable at this time [4]
Design load:MS 18 / HS 20 [5]
Main span material:Prestressed concrete [5]
Main span design:Slab [01]
Deck type:Concrete Precast Panels [2]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: February 2018

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:93 [as of 2016]
Truck traffic:28% of total traffic
Deck condition:Very Good [8 out of 9]
Superstructure condition:Very Good [8 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Better than present minimum criteria [7]
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]
Sufficiency rating:99.0
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$57,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
February 2018GoodVery GoodVery GoodGood9399.0
February 2016GoodVery GoodVery GoodGood4599.0
February 2014GoodVery GoodVery GoodGood4599.0
February 2012GoodVery GoodVery GoodGood4599.0
February 2010GoodVery GoodVery GoodGood4099.0
February 2008GoodVery GoodVery GoodGood12992.0
March 2006GoodVery GoodVery GoodGood12992.0
February 2004GoodVery GoodVery GoodGood9399.0
November 2001GoodVery GoodVery GoodGood9399.0
February 2000GoodVery GoodVery GoodVery Good7599.0
March 1998GoodVery GoodVery GoodVery Good7599.0
January 1996GoodVery GoodVery GoodVery Good7599.0
March 1994GoodVery GoodVery GoodVery Good7599.0
February 1992PoorSatisfactorySeriousVery Good3740.0