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OLD MONITOR ROAD over WENATCHEE RIVER

Map

Coordinates:
+47.50167, -120.42500
47°30'06" N, 120°25'30" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:OLD MONITOR ROAD over WENATCHEE RIVER
Structure number:081197000000000
Location:00.2S JCT S9 97
Purpose:Carries highway over waterway
Route classification:Minor Collector (Rural) [08]
Length of largest span:140.1 ft. [42.7 m]
Total length:312.0 ft. [95.1 m]
Roadway width between curbs:14.4 ft. [4.4 m]
Deck width edge-to-edge:16.1 ft. [4.9 m]
Vertical clearance above deck:13.5 ft. [4.1 m]
Owner:County Highway Agency [02]
Year built:1907
Year reconstructed:2010
Historic significance:Bridge is on the National Register of Historic Places [1]
Design load:M 13.5 / H 15 [2]
Number of main spans:2
Main spans material:Steel [3]
Main spans design:Truss - Thru [10]
Deck type:Wood or Timber [8]

Latest Available Inspection: May 2017

Good/Fair/Poor Condition:Fair
Status:Posted for load [P]
Average daily traffic:351 [as of 2012]
Truck traffic:15% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Meets minimum tolerable limits to be left in place as is [4]
Deck geometry appraisal:Basically intolerable requiring high priority of replacement [2]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Basically intolerable requiring high priority of corrrective action [3]
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 conditions; field review indicates action is required. [4]
Sufficiency rating:46.1
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$3,500,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
May 2017FairSatisfactoryGoodSatisfactory35146.1
June 2015FairGoodGoodSatisfactory35145.9
June 2013FairGoodGoodSatisfactory35145.9
June 2011PoorPoorGoodSatisfactory36044.9
August 2009PoorGoodCriticalSatisfactory3604.6
July 2008PoorPoorCriticalFair3440.0
July 2007PoorPoorPoorFair34411.5
July 2005PoorPoorPoorFair34411.5
November 2004PoorPoorPoorFair40010.6
October 2003PoorPoorPoorFair40010.6
October 2002PoorPoorPoorFair8004.2
July 2001PoorPoorPoorFair8004.2
November 1999PoorPoorPoorFair8004.2
December 1996FairFairFairSatisfactory80022.7
August 1995FairFairFairSatisfactory80016.5
June 1994PoorFairPoorFair8004.2
September 1992FairFairFairSatisfactory80016.5