US 395 (HWY 019) over CROOKED CREEK


+42.41045, -120.28933
42°24'38" N, 120°17'22" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.


Name:US 395 (HWY 019) over CROOKED CREEK
Structure number:0M014 019 12578
Purpose:Carries highway over waterway
Route classification:Principal Arterial - Other (Rural) [02]
Length of largest span:11.2 ft. [3.4 m]
Total length:22.0 ft. [6.7 m]
Owner:State Highway Agency [01]
Year built:1960
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Number of main spans:2
Main spans material:Concrete continuous [2]
Main spans design:Culvert [19]
Deck type:Not applicable [N]

Latest Available Inspection: January 2017 

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:900 [as of 2014]
Truck traffic:38% of total traffic
Structural appraisal:Equal to present minimum criteria [6]
Water adequacy appraisal:Better than present minimum criteria [7]
Roadway alignment appraisal:Better than present minimum criteria [7]
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]
Pier/abutment protection:In place but in a deteriorated condition [3]
Culvert condition:Deterioration or initial disintegration, minor chloride contamination, cracking with some leaching, or spalls on concrete or masonry walls and slabs. Local minor scouring at curtain walls, wingwalls or pipes. Metal culverts have a smooth curvature, non-symmetrical shape, significant corrosion or moderate pitting. [6]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:59.8 tons [54.4 metric tons]
Inventory rating:36.0 tons [32.7 metric tons]
Sufficiency rating:100.0

Previous Inspections 

DateSuff. RatingConditionCulvert ConditionSD/FOADT
January 2017100.0Fair6 out of 10-900
January 2015100.0Fair6 out of 10-820
January 2013100.0Fair6 out of 10-820
January 2011100.0Fair6 out of 10-720
January 2009100.0Fair6 out of 10-720
January 2007100.0Fair6 out of 10-910
January 2005100.0Good7 out of 10-900
January 2003100.0Good7 out of 10-870
January 2001100.0Good7 out of 10-900
January 1999100.0Good7 out of 10-855
January 1997100.0Good7 out of 10-1650
January 1995100.0Good7 out of 10-1650