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63RD ST over STREAM

Map

Coordinates:
+41.21833, -96.01000
41°13'06" N, 96°00'36" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:63RD ST over STREAM
Structure number:U1825D4725
Location:63RD @ F ST
Purpose:Carries highway over waterway
Route classification:Local (Urban) [19]
Length of largest span:9.8 ft. [3.0 m]
Total length:21.0 ft. [6.4 m]
Owner:City or Municipal Highway Agency [04]
Year built:1998
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: February 2017

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:25 [as of 1997]
Truck traffic:3% of total traffic
Structural appraisal:Equal to present minimum criteria [6]
Water adequacy appraisal:Better than present minimum criteria [7]
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:86.8

Previous Inspections

DateConditionCulvert ConditionADTSuff. Rating
February 2017Good7 out of 102586.8
February 2015Good7 out of 102586.8
February 2013Good7 out of 102588.8
February 2011Good7 out of 102588.5
February 2009Good7 out of 102588.5
May 2007Good7 out of 1025100.0
January 2006Good7 out of 1025100.0
January 2004Good7 out of 1025100.0
December 2001Good7 out of 1025100.0
December 1999Good9 out of 1025100.0