45670 273 ST over ELCE CK


+43.43090, -97.06790
43°25'51" N, 97°04'04" W


Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:45670 273 ST over ELCE CK
Structure number:000000063167050
Location:2N & 3.7E PARKER
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:10.5 ft. [3.2 m]
Total length:26.9 ft. [8.2 m]
Owner:County Highway Agency [02]
Year built:1945
Historic significance:Bridge is eligible for the National Register of Historic Places [2]
Number of main spans:2
Main spans material:Masonry [8]
Main spans design:Culvert [19]
Deck type:Not applicable [N]
Wearing surface:Gravel [8]

Latest Available Inspection: July 2017

Good/Fair/Poor Condition:Poor
Status:Open, posting recommended but not legally implemented [B]
Average daily traffic:30 [as of 2015]
Truck traffic:2% of total traffic
Structural appraisal:Basically intolerable requiring high priority of corrrective action [3]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Bank protection has failed. River control devices have been destroyed. Stream bed aggradation, degradation or lateral movement has changed the channel to now threaten the bridge and/or approach roadway. [3]
Pier/abutment protection:Navigation protection not required [1]
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:41.0
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$325,000

Previous Inspections

DateConditionCulvert ConditionADTSuff. Rating
July 2017Poor3 out of 103041.0
July 2015Poor3 out of 103041.0
July 2013Poor3 out of 103041.0
September 2011Poor3 out of 103041.0
October 2009Poor3 out of 103041.0
August 2007Poor2 out of 103041.0
August 2006Poor2 out of 103041.0
July 2004Poor2 out of 103041.0
June 2002PoorN out of 103059.8
August 2000PoorN out of 103043.8
August 1998PoorN out of 103058.8
May 1996FairN out of 103086.8
May 1994FairN out of 103086.4
June 1992FairN out of 103086.4
April 1990FairN out of 103086.4