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CSAH 42 over SAND HILL RIVER

Map

Coordinates:
+47.46824, -96.06735
47°28'06" N, 96°04'02" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:CSAH 42 over SAND HILL RIVER
Structure number:89595
Location:1.9 MI N OF JCT CSAH 9
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:20.3 ft. [6.2 m]
Total length:43.3 ft. [13.2 m]
Roadway width between curbs:24.0 ft. [7.3 m]
Deck width edge-to-edge:25.9 ft. [7.9 m]
Owner:County Highway Agency [02]
Year built:1959
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
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:Bituminous [6]

Latest Available Inspection: October 2015

Good/Fair/Poor Condition:Fair
Status:Posted for load [P]
Average daily traffic:115 [as of 2008]
Deck condition:Fair [5 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
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 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:Navigation protection not required [1]
Scour condition:Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Operating rating:25.0 tons [22.7 metric tons]
Inventory rating:18.9 tons [17.2 metric tons]
Sufficiency rating:65.2
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$90,000

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
October 201565.2FairFairSatisfactorySatisfactory-115
October 201365.2FairFairSatisfactoryGood-115
October 201268.2FairFairSatisfactoryGood-115
December 201168.2FairFairSatisfactoryGood-115
December 201068.2FairFairSatisfactoryGood-115
December 200968.2FairFairSatisfactoryGood-115
October 200868.2FairFairSatisfactoryGood-110
September 200680.6FairFairSatisfactoryGood-110
October 200480.6FairFairSatisfactoryGood-110
October 200386.1FairFairSatisfactoryGood-80
October 200287.1FairGoodSatisfactoryGood-80
December 200195.0FairGoodSatisfactoryGood-80
January 200184.8FairGoodSatisfactoryGood-80
December 199984.8FairGoodSatisfactoryGood-80
November 199884.8FairGoodSatisfactoryGood-80
March 199767.8GoodVery GoodVery GoodVery Good-80
March 199676.2GoodVery GoodVery GoodVery Good-30
March 199576.2GoodVery GoodVery GoodVery Good-30
February 199476.2GoodVery GoodVery GoodVery Good-30
February 199376.2GoodVery GoodVery GoodVery Good-45
January 199276.2GoodVery GoodVery GoodVery Good-45