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SE Regner Rd over JOHNSON CREEK

Map 

Coordinates:
+45.49167, -122.41667
45°29'30" N, 122°25'00" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:SE Regner Rd over JOHNSON CREEK
Structure number:25T09 000 00010
Location:020 E CLACKAMAS CO LINE
Purpose:Carries highway over waterway
Route classification:Collector (Urban) [17]
Length of largest span:34.1 ft. [10.4 m]
Total length:40.0 ft. [12.2 m]
Roadway width between curbs:35.1 ft. [10.7 m]
Deck width edge-to-edge:40.0 ft. [12.2 m]
Owner:County Highway Agency [02]
Year built:1970
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Main span material:Prestressed concrete [5]
Main span design:Slab [01]
Deck type:Concrete Precast Panels [2]
Wearing surface:Bituminous [6]

Latest Available Inspection: July 2016 

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:1,935 [as of 2010]
Truck traffic:10% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Equal to present minimum criteria [6]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Equal to present minimum criteria [6]
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]
Scour condition:Bridge is scour critical; bridge foundations determined to be unstable. [3]
Operating rating:74.8 tons [68.0 metric tons]
Inventory rating:44.9 tons [40.8 metric tons]
Sufficiency rating:92.5

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
July 201692.5FairGoodGoodSatisfactory-1935
July 201492.5GoodGoodGoodGood-1935
July 201297.6GoodGoodGoodGood-1935
August 201097.6GoodGoodGoodGood-1935
October 200897.6GoodGoodGoodGood-1935
June 200697.6GoodGoodGoodGood-1860
September 200497.6GoodGoodGoodGood-1860
July 200297.6GoodGoodGoodGood-1860
May 200097.6GoodVery GoodVery GoodVery Good-1805
July 199897.6GoodVery GoodVery GoodVery Good-1805
June 199697.6GoodVery GoodVery GoodVery Good-1805
July 199497.6GoodVery GoodVery GoodVery Good-1805
June 199298.6GoodVery GoodGoodGood-1810
June 199097.3GoodGoodGoodVery Good-3000