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OR 140 (HWY 020) over THOMAS CREEK

Map 

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

Facts 

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 2014 

Status:Open, no restriction [A]
Average daily traffic:2,600 [as of 2010]
Truck traffic:27% 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. ratingEvaluationDeckSuper.Sub.ADT
February 201480.6Not deficientVery GoodVery GoodVery Good2600
February 201280.6Not deficientVery GoodVery GoodVery Good2600
February 201099.4Not deficientVery GoodVery GoodVery Good2000
February 200899.4Not deficientVery GoodVery GoodVery Good2000
January 200698.4Not deficientVery GoodVery GoodVery Good2300
January 200498.3Not deficientVery GoodVery GoodVery Good2600
January 200398.3Not deficientVery GoodVery GoodVery Good2600
December 200198.3Not deficientVery GoodVery GoodVery Good2500