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CHANDLER ROAD over SPANISH CR & GREENHRN CR

Map

Coordinates:
+39.96804, -120.91636
39°58'05" N, 120°54'59" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:CHANDLER ROAD over SPANISH CR & GREENHRN CR
Structure number:09C0037
Location:INTERSECT OAKLAND CAMP RD
Purpose:Carries highway over waterway
Route classification:Minor Collector (Rural) [08]
Length of largest span:60.0 ft. [18.3 m]
Total length:244.1 ft. [74.4 m]
Roadway width between curbs:14.1 ft. [4.3 m]
Deck width edge-to-edge:15.4 ft. [4.7 m]
Skew angle:15°
Owner:County Highway Agency [02]
Year built:1953
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Number of main spans:4
Main spans material:Steel [3]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Wood or Timber [8]
Wearing surface:Bituminous [6]

Latest Available Inspection: October 2017

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:520 [as of 2016]
Truck traffic:7% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Fair [5 out of 9]
Substructure condition:Fair [5 out of 9]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal:Basically intolerable requiring high priority of replacement [2]
Water adequacy appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Roadway alignment appraisal:Equal to present minimum criteria [6]
Channel protection:Bank protection is being eroded. River control devices and/or embankment have major damage. Trees and rush restrict the channel. [5]
Scour condition:Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Sufficiency rating:58.3
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$589,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
October 2017FairGoodFairFair52058.3
September 2015FairVery GoodSatisfactoryGood38568.5
October 2013FairSatisfactoryFairGood38556.4
October 2011FairSatisfactoryFairGood38556.4
November 2009FairSatisfactoryFairGood37058.7
September 2007FairSatisfactoryFairSatisfactory37058.7
August 2005FairSatisfactoryFairSatisfactory37058.7
June 2003FairSatisfactoryFairSatisfactory37058.7
March 2002FairSatisfactoryFairSatisfactory37058.7
June 2001FairSatisfactoryFairSatisfactory37058.7
July 1999FairSatisfactoryFairSatisfactory37058.7
March 1997FairSatisfactorySatisfactorySatisfactory37069.7
July 1994FairFairFairFair37057.4
July 1992FairFairFairFair37062.6