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OR 53 (HWY 46) over BERGSVIK CREEK

Map

Coordinates:
+45.88332, -123.76030
45°52'60" N, 123°45'37" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:OR 53 (HWY 46) over BERGSVIK CREEK
Structure number:03086 046 00146
Location:015 MI SW NECANICUM JCT
Purpose:Carries highway over waterway
Route classification:Major Collector (Rural) [07]
Length of largest span:19.0 ft. [5.8 m]
Total length:38.1 ft. [11.6 m]
Roadway width between curbs:26.6 ft. [8.1 m]
Deck width edge-to-edge:30.8 ft. [9.4 m]
Owner:State Highway Agency [01]
Year built:1956
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:Concrete [1]
Main spans design:Channel beam [22]
Deck type:Concrete Precast Panels [2]
Wearing surface:Bituminous [6]

Latest Available Inspection: May 2015

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:360 [as of 2014]
Truck traffic:38% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
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 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:Navigation protection not required [1]
Scour condition:Bridge with "unknown" foundation that has not been evaluated for scour. [U]
Operating rating:51.9 tons [47.2 metric tons]
Inventory rating:30.9 tons [28.1 metric tons]
Sufficiency rating:89.8

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
May 201589.8FairSatisfactorySatisfactorySatisfactory-360
May 201389.7FairSatisfactorySatisfactorySatisfactory-420
May 201192.6FairSatisfactorySatisfactoryGood-420
May 200992.6FairSatisfactorySatisfactoryGood-480
May 200791.4GoodGoodGoodGood-640
April 200591.4GoodGoodGoodGood-640
May 200391.4GoodGoodGoodGood-620
May 200191.6GoodGoodGoodGood-550
May 199991.6GoodGoodGoodGood-550
May 199791.6GoodGoodVery GoodGood-550
May 199590.8GoodGoodVery GoodGood-550
May 199390.8GoodGoodVery GoodGood-550
May 199190.2GoodGoodVery GoodGood-410

Element Data

Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.
ElementUnitsQuantity1. Good2. Fair3. Poor4. Serious
Superstructure
Reinforced Concrete Girder/Beamlinear ft.2662491700
Deck
Reinforced Concrete Top Flangesq. ft.1,1781,177010
Wearing Surfacessq. ft.1,00785515200
Substructure
Reinforced Concrete Columneach189900
Reinforced Concrete Pier Walllinear ft.31131800
Timber Abutmentlinear ft.68224600
Timber Pier Caplinear ft.3403400
Joints
Other Jointlinear ft.8080000
Bridge Rail
Timber Bridge Raillinear ft.7672220