CR/61 Izard Co. over CREEK


Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:CR/61 Izard Co. over CREEK
Structure number:000000000021354
Location:3.43 SOUTH SH 56
Purpose:Carries highway over waterway
Route classification:Major Collector (Rural) [07]
Length of largest span:9.8 ft. [3.0 m]
Total length:28.9 ft. [8.8 m]
Skew angle:15°
Owner:County Highway Agency [02]
Year built:1993
Historic significance:Historical significance is not determinable at this time [4]
Design load:M 18 / H 20 [4]
Number of main spans:3
Main spans material:Concrete [1]
Main spans design:Culvert [19]
Deck type:Not applicable [N]
Wearing surface:Gravel [8]

Latest Available Inspection: May 2017

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:82 [as of 1987]
Truck traffic:1% of total traffic
Structural appraisal:Equal to present minimum criteria [6]
Water adequacy appraisal:Equal to present desirable criteria [8]
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:88.5

Previous Inspections

DateConditionCulvert ConditionADTSuff. Rating
May 2017Good7 out of 108288.5
May 2015Good7 out of 108288.5
May 2013Good7 out of 108287.1
May 2011Good7 out of 108287.1
May 2009Good7 out of 108287.1
May 2007Good7 out of 108287.1
June 2005Good8 out of 108287.1
July 2003Good7 out of 108286.8
July 2001Good8 out of 108286.8
August 1999Good8 out of 108286.8
July 1997Good9 out of 108286.8
August 1995Good9 out of 108297.0
September 1993Good9 out of 108297.0