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NEWTON CREEK RD. over UT NEWTON CREEK

Map

Coordinates:
+31.17106, -85.50188
31°10'16" N, 85°30'07" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:NEWTON CREEK RD. over UT NEWTON CREEK
Structure number:016264
Location:1.0 MI NE OF SOLCOMB
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:17.1 ft. [5.2 m]
Total length:35.1 ft. [10.7 m]
Roadway width between curbs:15.1 ft. [4.6 m]
Deck width edge-to-edge:16.4 ft. [5.0 m]
Owner:County Highway Agency [02]
Year built:1995
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:M 13.5 / H 15 [2]
Number of main spans:2
Main spans material:Wood or timber [7]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Wood or Timber [8]
Wearing surface:Wood or Timber [7]

Latest Available Inspection: November 2016

Good/Fair/Poor Condition:Fair
Status:Posted for load [P]
Average daily traffic:50 [as of 2016]
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Good [7 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:Better than present minimum criteria [7]
Water adequacy appraisal:Better than present minimum criteria [7]
Roadway alignment appraisal:Better than present minimum criteria [7]
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]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Sufficiency rating:64.3
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$210,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
November 2016FairSatisfactoryGoodFair5064.3
November 2014FairSatisfactoryGoodSatisfactory5075.3
November 2013FairSatisfactoryVery GoodSatisfactory5075.3
November 2012FairSatisfactoryVery GoodSatisfactory5075.3
December 2011FairSatisfactoryVery GoodSatisfactory5075.3
December 2010FairSatisfactoryVery GoodSatisfactory5075.3
February 2009GoodGoodVery GoodGood5075.3
January 2007GoodVery GoodVery GoodGood5075.1
February 2005GoodVery GoodVery GoodGood5075.1
January 2003GoodVery GoodVery GoodVery Good5075.1
November 2000GoodVery GoodVery GoodVery Good5075.1
February 1999GoodVery GoodVery GoodVery Good5066.5
February 1997GoodVery GoodVery GoodVery Good5058.2