OR 140 (HWY 431) over DEEP CREEK


+42.17494, -119.87098
42°10'30" N, 119°52'16" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.


Name:OR 140 (HWY 431) over DEEP CREEK
Structure number:08848A431 02965
Location:014 MI E ADEL
Purpose:Carries highway over waterway
Route classification:Major Collector (Rural) [07]
Length of largest span:45.9 ft. [14.0 m]
Total length:161.1 ft. [49.1 m]
Roadway width between curbs:25.9 ft. [7.9 m]
Deck width edge-to-edge:31.2 ft. [9.5 m]
Owner:State Highway Agency [01]
Year built:1966
Historic significance:Historical significance is not determinable at this time [4]
Design load:MS 18 / HS 20 [5]
Number of main spans:2
Main spans material:Prestressed concrete [5]
Main spans design:Slab [01]
Deck type:Other [9]
Wearing surface:Bituminous [6]

Latest Available Inspection: May 2016 

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:200 [as of 2014]
Truck traffic:35% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Fair [5 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Water adequacy appraisal:Better than present minimum criteria [7]
Roadway alignment appraisal:Better than present minimum criteria [7]
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 assessed or calculated scour condition. [5]
Operating rating:35.6 tons [32.4 metric tons]
Inventory rating:27.4 tons [24.9 metric tons]
Sufficiency rating:65.7
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$908,000

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
May 201665.7FairSatisfactoryFairSatisfactory-200
May 201466.0FairSatisfactoryFairSatisfactory-180
May 201256.3PoorSatisfactoryFairPoorSD180
May 201079.5FairSatisfactoryFairSatisfactory-230
May 200890.6FairSatisfactorySatisfactorySatisfactory-230
May 200676.8FairSatisfactoryFairSatisfactory-300
May 200476.9FairSatisfactoryFairSatisfactory-280
May 200288.0FairVery GoodSatisfactoryGood-280
May 200087.9FairVery GoodSatisfactoryGood-300
April 199888.9FairVery GoodSatisfactoryGood-300
April 199693.5FairVery GoodSatisfactoryGood-250
April 199493.5FairVery GoodSatisfactoryGood-250
April 199293.5FairVery GoodSatisfactoryGood-250
April 199085.4GoodGoodGoodGood-300