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HARPEN ST. over CREEK

Map

Coordinates:
+43.36783, -95.16898
43°22'04" N, 95°10'08" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:HARPEN ST. over CREEK
Structure number:000000000011601
Location:I73000500
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Local (Urban) [19]
Length of largest span:20.0 ft. [6.1 m]
Total length:20.0 ft. [6.1 m]
Roadway width between curbs:24.0 ft. [7.3 m]
Deck width edge-to-edge:40.0 ft. [12.2 m]
Owner:City or Municipal Highway Agency [04]
Year built:1998
Historic significance:Bridge is possibly eligible for the National Register of Historic Places [3]
Design load:MS 18 / HS 20 [5]
Main span material:Concrete [1]
Main span design:Culvert [19]
Deck type:Not applicable [N]

Latest Available Inspection: September 2016

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:590 [as of 2011]
Structural appraisal:Equal to present desirable criteria [8]
Deck geometry appraisal:Meets minimum tolerable limits to be left in place as is [4]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Equal to present minimum criteria [6]
Channel protection:Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. [8]
Culvert condition:No noticeable or noteworthy deficiencies which affect the condition of the culvert. Insignificant scrape marks caused by drift. [8]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Sufficiency rating:85.8

Previous Inspections

DateConditionCulvert ConditionADTSuff. Rating
September 2016Good8 out of 1059085.8
September 2014Good8 out of 1059085.8
June 2012Good8 out of 1059085.8
April 2010Good8 out of 1075087.7
March 2008Good9 out of 1075087.7
March 2006Good9 out of 1057087.8
April 2004FairN out of 1057088.0
April 2002-N out of 1057088.9
February 1999Good9 out of 1057088.8