418th Avenue over Creek


+44.75115, -97.85625
44°45'04" N, 97°51'23" W


Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:418th Avenue over Creek
Structure number:000000013060278
Location:3.0E&8.2N Carpenter
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:11.5 ft. [3.5 m]
Total length:24.0 ft. [7.3 m]
Skew angle:30°
Owner:County Highway Agency [02]
Year built:2018
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Number of main spans:2
Main spans material:Concrete [1]
Main spans design:Culvert [19]
Deck type:Not applicable [N]

Latest Available Inspection: October 2018

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:39 [as of 2016]
Truck traffic:2% of total traffic
Structural appraisal:Equal to present desirable criteria [8]
Water adequacy appraisal:Superior to present desirable criteria [9]
Roadway alignment appraisal:Superior to present desirable criteria [9]
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:100.0

Previous Inspections

DateConditionCulvert ConditionADTSuff. Rating
October 2018Good8 out of 1039100.0
June 2016Poor4 out of 103949.5
June 2014Poor4 out of 103948.2
June 2012Poor4 out of 103948.9
May 2010Poor4 out of 103948.9
July 2008Poor4 out of 103948.9
August 2006Poor4 out of 103948.9
August 2004Poor4 out of 103948.9
June 2002Poor4 out of 103948.9
June 2000Poor4 out of 103948.6
August 1998Poor2 out of 103934.0
October 1996Fair5 out of 103971.8
June 1994Fair5 out of 103971.5
July 1992Fair5 out of 103972.5
September 1990Fair5 out of 103972.5