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NEWTON CREEK RD. over UT NEWTON CREEK

Map

Coordinates:
+31.17115, -85.50190
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]
Operating rating:37.0 tons [33.6 metric tons]
Inventory rating:27.4 tons [24.9 metric tons]
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

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
November 201664.3FairSatisfactoryGoodFair-50
November 201475.3FairSatisfactoryGoodSatisfactory-50
November 201375.3FairSatisfactoryVery GoodSatisfactory-50
November 201275.3FairSatisfactoryVery GoodSatisfactory-50
December 201175.3FairSatisfactoryVery GoodSatisfactory-50
December 201075.3FairSatisfactoryVery GoodSatisfactory-50
February 200975.3GoodGoodVery GoodGood-50
January 200775.1GoodVery GoodVery GoodGoodFO50
February 200575.1GoodVery GoodVery GoodGoodFO50
January 200375.1GoodVery GoodVery GoodVery Good-50
November 200075.1GoodVery GoodVery GoodVery Good-50
February 199966.5GoodVery GoodVery GoodVery Good-50
February 199758.2GoodVery GoodVery GoodVery Good-50