CR 183A over Parrish Branch


+30.76450, -86.02233
30°45'52" N, 86°01'20" W


Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:CR 183A over Parrish Branch
Structure number:524101
Location:0.6 Miles North of CR 10A
Purpose:Carries highway over waterway
Route classification:Minor Collector (Rural) [08]
Length of largest span:11.2 ft. [3.4 m]
Total length:22.0 ft. [6.7 m]
Skew angle:18°
Owner:County Highway Agency [02]
Year built:1961
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 2017

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:300 [as of 2017]
Truck traffic:17% 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 being eroded. River control devices and/or embankment have major damage. Trees and rush restrict the channel. [5]
Culvert condition:Deterioration or initial disintegration, minor chloride contamination, cracking with some leaching, or spalls on concrete or masonry walls and slabs. Local minor scouring at curtain walls, wingwalls or pipes. Metal culverts have a smooth curvature, non-symmetrical shape, significant corrosion or moderate pitting. [6]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Sufficiency rating:98.8

Previous Inspections

DateConditionCulvert ConditionADTSuff. Rating
March 2017Fair6 out of 1030098.8
March 2015Fair5 out of 1030087.8
March 2013Good7 out of 1030099.0
March 2011Good7 out of 1011099.0
April 2009Good7 out of 10110100.0
May 2007Good7 out of 10110100.0
June 2005Good7 out of 10110100.0
July 2003Good7 out of 10110100.0
August 2001Good7 out of 10110100.0
July 1999Good7 out of 10110100.0
June 1997Good7 out of 10110100.0
June 1995Good7 out of 10110100.0
June 1993Good7 out of 10110100.0
June 1991Good7 out of 10110100.0