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PRIVATE DRIVE over STREAM

Map

Coordinates:
+41.34333, -95.97333
41°20'36" N, 95°58'24" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:PRIVATE DRIVE over STREAM
Structure number:U1825H5155
Location:37TH ST. S OF MCKINLEY
Purpose:Carries highway over waterway
Route classification:Local (Urban) [19]
Length of largest span:14.1 ft. [4.3 m]
Total length:28.9 ft. [8.8 m]
Owner:City or Municipal Highway Agency [04]
Year built:1997
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Number of main spans:2
Main spans material:Concrete [1]
Main spans design:Culvert [19]
Deck type:Not applicable [N]

Latest Available Inspection: March 2018

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:200 [as of 2003]
Truck traffic:2% of total traffic
Structural appraisal:Equal to present minimum criteria [6]
Water adequacy appraisal:Equal to present minimum criteria [6]
Roadway alignment appraisal:Equal to present minimum criteria [6]
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]
Culvert condition:Shrinkage cracks, light scaling and insignificant spalling which does not expose reinforcing steel. Insignificant damage caused by drift with no misalignment and not requiring corrective action. Some minor scouring has occured near curtain walls, wingwalls or pipes. Metal culverts have a smooth symmetrical curvature with superficial corrosion and no pitting. [7]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Sufficiency rating:88.6

Previous Inspections

DateConditionCulvert ConditionADTSuff. Rating
March 2018Good7 out of 1020088.6
March 2016Good7 out of 1020088.6
June 2014Good7 out of 1020088.6
June 2012Good7 out of 1020088.4
June 2011Good7 out of 1020088.4
February 2009Good7 out of 1020088.4
August 2007Fair6 out of 1020088.4
August 2006Good7 out of 10200100.0
June 2004Good7 out of 10200100.0
January 2003Good7 out of 10200100.0
March 2001Good7 out of 10200100.0
April 1999Good8 out of 10200100.0
December 1997Good8 out of 10200100.0
September 1996PoorN out of 103526.5
September 1995PoorN out of 103527.0
November 1994PoorN out of 103527.0
January 1994PoorN out of 103527.0