CR375/Smith Crk Rd over Betsy Branch


+30.21381, -84.67267
30°12'50" N, 84°40'22" W


Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:CR375/Smith Crk Rd over Betsy Branch
Structure number:590036
Location:15.0 Miles South of SR20
Purpose:Carries highway over waterway
Route classification:Major Collector (Rural) [07]
Length of largest span:10.5 ft. [3.2 m]
Total length:20.7 ft. [6.3 m]
Owner:County Highway Agency [02]
Year built:1951
Year reconstructed:1960
Historic significance:Bridge is possibly eligible for the National Register of Historic Places [3]
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:Poor
Status:Open, no restriction [A]
Average daily traffic:500 [as of 2017]
Truck traffic:11% of total traffic
Structural appraisal:Meets minimum tolerable limits to be left in place as is [4]
Water adequacy appraisal:Better than present minimum criteria [7]
Roadway alignment appraisal:Equal to present minimum criteria [6]
Channel protection:Bank and embankment protection is severely undermined. River control devices have severe damage. Large deposits of debris are in the channel. [4]
Culvert condition:Large spalls, heavy scaling, wide cracks, considerable efflorescence or opened construction joint permitting loss of backfill. Considerable settlement or misalignment. Considerable scouring or erosion at curtain walls, wingwalls or pipes. Metal culverts have significant distortion and deflection throughout, extensive corrosion or deep pitting. [4]
Scour condition:Countermeasures have been installed to mitigate an existing problem with scour. [7]
Sufficiency rating:72.7

Previous Inspections

DateConditionCulvert ConditionADTSuff. Rating
March 2017Poor4 out of 1050072.7
March 2015Poor4 out of 1050070.9
March 2013Fair5 out of 1050086.5
March 2012Fair5 out of 10100084.4
April 2011Fair5 out of 10100084.4
May 2010Fair5 out of 10100084.4
June 2009Fair6 out of 10100095.9
July 2007Fair6 out of 10100095.9
August 2005Good7 out of 10100095.9
August 2003Good7 out of 10100095.9
September 2001Good7 out of 10100094.9
September 1999Good7 out of 1042088.1
October 1997Good7 out of 1042088.1
December 1995Good7 out of 1042097.1
November 1993Good7 out of 1042097.1
November 1991Good7 out of 1040097.2