OR 140 (HWY 020) over THOMAS CREEK


+42.19333, -120.39012
42°11'36" N, 120°23'24" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.


Name:OR 140 (HWY 020) over THOMAS CREEK
Structure number:18872 020 09415
Location:00.18 MI W LAKEVIEW
Purpose:Carries highway over waterway
Route classification:Principal Arterial - Other (Rural) [02]
Length of largest span:73.8 ft. [22.5 m]
Total length:74.5 ft. [22.7 m]
Roadway width between curbs:37.4 ft. [11.4 m]
Deck width edge-to-edge:40.0 ft. [12.2 m]
Owner:State Highway Agency [01]
Year built:2001
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 22.5 / HS 25 [9]
Main span material:Prestressed concrete [5]
Main span design:Slab [01]
Deck type:Other [9]
Wearing surface:Bituminous [6]

Latest Available Inspection: February 2016 

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:2,800 [as of 2014]
Truck traffic:21% 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:Equal to present desirable criteria [8]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. [7]
Pier/abutment protection:In place and functioning [2]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:70.2 tons [63.8 metric tons]
Inventory rating:54.1 tons [49.2 metric tons]
Sufficiency rating:80.6

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
February 201680.6GoodVery GoodVery GoodVery Good-2800
February 201480.6GoodVery GoodVery GoodVery Good-2600
February 201280.6GoodVery GoodVery GoodVery Good-2600
February 201099.4GoodVery GoodVery GoodVery Good-2000
February 200899.4GoodVery GoodVery GoodVery Good-2000
January 200698.4GoodVery GoodVery GoodVery Good-2300
January 200498.3GoodVery GoodVery GoodVery Good-2600
January 200398.3GoodVery GoodVery GoodVery Good-2600
December 200198.3GoodVery GoodVery GoodVery Good-2500