Share:

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 Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: July 2014 

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:Good [7 out of 9]
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Equal to present minimum criteria [6]
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]
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. ratingEvaluationDeckSuper.Sub.ADT
July 201492.5Not deficientGoodGoodGood1935
July 201297.6Not deficientGoodGoodGood1935
August 201097.6Not deficientGoodGoodGood1935
October 200897.6Not deficientGoodGoodGood1935
June 200697.6Not deficientGoodGoodGood1860
September 200497.6Not deficientGoodGoodGood1860
July 200297.6Not deficientGoodGoodGood1860
May 200097.6Not deficientVery GoodVery GoodVery Good1805
July 199897.6Not deficientVery GoodVery GoodVery Good1805
June 199697.6Not deficientVery GoodVery GoodVery Good1805
July 199497.6Not deficientVery GoodVery GoodVery Good1805
June 199298.6Not deficientVery GoodGoodGood1810
June 199097.3Not deficientGoodGoodVery Good3000