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297 STREET over CK

Map

Coordinates:
+43.09675, -99.20007
43°05'48" N, 99°12'00" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:297 STREET over CK
Structure number:000000027169280
Location:1S & 0.1W HERRICK
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:6.9 ft. [2.1 m]
Total length:40.0 ft. [12.2 m]
Roadway width between curbs:22.6 ft. [6.9 m]
Deck width edge-to-edge:24.3 ft. [7.4 m]
Owner:County Highway Agency [02]
Year built:1920
Historic significance:Bridge is eligible for the National Register of Historic Places [2]
Design load:MS 18 / HS 20 [5]
Number of main spans:4
Main spans material:Masonry [8]
Main spans design:Culvert [19]
Deck type:Not applicable [N]
Wearing surface:Gravel [8]

Latest Available Inspection: May 2017

Good/Fair/Poor Condition:Poor
Status:Posted for load [P]
Average daily traffic:10 [as of 2015]
Truck traffic:2% of total traffic
Structural appraisal:Basically intolerable requiring high priority of replacement [2]
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: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]
Culvert condition:Any condition described in Code 4 but which is excessive in scope. Severe movement or differential setlement of the segments or loss of fill. Holes may exist in walls or slabs. Integral wingwalls nearly severed from culvert. Severe scour or erosion at curtain walls, wingwalls or pipes. Metal culverts have extreme distortion and delection in one section, extensive corrosion, or deep pitting with scattered perforations. [3]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Sufficiency rating:40.0
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$15,000

Previous Inspections

DateConditionCulvert ConditionADTSuff. Rating
May 2017Poor3 out of 101040.0
May 2016Poor3 out of 101040.0
May 2014Poor3 out of 101040.0
May 2012Poor3 out of 101040.0
May 2010Poor3 out of 101040.0
July 2008Poor3 out of 101040.0
August 2006Poor3 out of 101040.0
October 2004Poor4 out of 101040.0
August 2002Poor4 out of 101040.0
October 2000Poor3 out of 101040.0
October 1998Poor3 out of 101040.0
October 1996Poor4 out of 101040.0
October 1994Poor4 out of 101040.0
August 1992Poor4 out of 101040.0
August 1990Fair5 out of 101046.0