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SICARD HOLLOW RD over FLEMING BRANCH

Map

Coordinates:
+33.45189, -86.69036
33°27'07" N, 86°41'25" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:SICARD HOLLOW RD over FLEMING BRANCH
Structure number:002507
Old structure number:0000053537242Z0 (from 1992 edition)
Location:CAHABA HEIGHTS
Purpose:Carries highway over waterway
Route classification:Collector (Urban) [17]
Length of largest span:20.0 ft. [6.1 m]
Total length:23.0 ft. [7.0 m]
Roadway width between curbs:25.9 ft. [7.9 m]
Deck width edge-to-edge:28.9 ft. [8.8 m]
Skew angle:10°
Owner:County Highway Agency [02]
Year built:1940
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Main span material:Concrete [1]
Main span design:Slab [01]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: December 2016

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:825 [as of 2016]
Truck traffic:2% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Water adequacy appraisal:Equal to present minimum criteria [6]
Roadway alignment appraisal:Better than present minimum criteria [7]
Channel protection:Bank protection is being eroded. River control devices and/or embankment have major damage. Trees and rush restrict the channel. [5]
Scour condition:Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Operating rating:47.9 tons [43.5 metric tons]
Inventory rating:36.0 tons [32.7 metric tons]
Sufficiency rating:83.3
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$284,000

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
December 201683.3FairSatisfactorySatisfactorySatisfactory-825
December 201483.3FairSatisfactorySatisfactorySatisfactory-825
December 201283.3FairSatisfactorySatisfactorySatisfactory-825
December 201048.5FairSatisfactorySatisfactorySatisfactorySD825
December 200848.6FairSatisfactorySatisfactorySatisfactorySD800
December 200648.6FairSatisfactorySatisfactorySatisfactorySD800
January 200564.2FairSatisfactorySatisfactorySatisfactory-775
September 200264.2FairSatisfactorySatisfactorySatisfactory-766
September 200071.4FairSatisfactorySatisfactorySatisfactory-650
September 199871.5FairSatisfactorySatisfactorySatisfactory-653
September 199671.3FairSatisfactorySatisfactorySatisfactory-653
August 199470.8FairSatisfactorySatisfactorySatisfactory-653
October 199270.8FairSatisfactorySatisfactorySatisfactory-653
December 199070.8FairSatisfactorySatisfactorySatisfactory-653