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PEBBLE CREEK ROAD over COON CREEK

This bridge is no longer in the current National Bridge Inventory database, and has likely been demolished or abandoned.

Map

Coordinates:
+45.85363, -123.16911
45°51'13" N, 123°10'09" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:PEBBLE CREEK ROAD over COON CREEK
Structure number:13681A306000040
Location:0050 MI EAST OF VERNONIA
Purpose:Carries highway over waterway
Route classification:Minor Collector (Rural) [08]
Length of largest span:24.9 ft. [7.6 m]
Total length:126.0 ft. [38.4 m]
Roadway width between curbs:24.0 ft. [7.3 m]
Deck width edge-to-edge:28.9 ft. [8.8 m]
Owner:County Highway Agency [02]
Year built:1958
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Number of main spans:5
Main spans material:Concrete [1]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: March 2014

Good/Fair/Poor Condition:Poor
Status:Posted for load [P]
Average daily traffic:323 [as of 2010]
Truck traffic:20% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Critical [2 out of 9]
Structural appraisal:Basically intolerable requiring high priority of replacement [2]
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 has failed. River control devices have been destroyed. Stream bed aggradation, degradation or lateral movement has changed the channel to now threaten the bridge and/or approach roadway. [3]
Scour condition:Bridge is scour critical; bridge foundations determined to be unstable. [3]
Sufficiency rating:29.1
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$709,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
March 2014PoorGoodGoodCritical32329.1
May 2013PoorGoodGoodCritical32330.8
August 2011PoorGoodGoodCritical32330.8
August 2010PoorGoodGoodCritical32330.8
May 2009PoorGoodGoodCritical32330.8
January 2009PoorGoodGoodCritical32630.8
September 2007PoorGoodGoodCritical31416.0
October 2005PoorGoodGoodSerious31442.0
September 2004PoorGoodGoodSerious31429.1
September 2002PoorGoodGoodPoor31456.2
September 2000PoorVery GoodGoodPoor30057.3
August 1998FairVery GoodVery GoodFair30073.4
May 1996FairVery GoodVery GoodFair30073.4
April 1994FairVery GoodVery GoodSatisfactory30083.5
March 1992FairGoodGoodFair30072.4
March 1990FairGoodGoodFair23077.6