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SR 52 MP 51.028 over BRANCH

Map

Coordinates:
+31.13503, -85.55852
31°08'06" N, 85°33'31" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:SR 52 MP 51.028 over BRANCH
Structure number:011029
Old structure number:000000523104280 (from 1992 edition)
Location:2.5 MI. EAST OF SLOCOMB
Purpose:Carries highway over waterway
Route classification:Minor Arterial (Rural) [06]
Length of largest span:9.8 ft. [3.0 m]
Total length:32.2 ft. [9.8 m]
Owner:State Highway Agency [01]
Year built:1927
Year reconstructed:1974
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:M 13.5 / H 15 [2]
Number of main spans:3
Main spans material:Concrete [1]
Main spans design:Culvert [19]
Deck type:Not applicable [N]

Latest Available Inspection: July 2016

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:6,260 [as of 2013]
Truck traffic:9% of total traffic
Structural appraisal:Better than present minimum criteria [7]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. [6]
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 assessed or calculated scour condition. [5]
Sufficiency rating:94.2
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$470,000

Previous Inspections

DateConditionCulvert ConditionADTSuff. Rating
July 2016Good7 out of 10626094.2
July 2014Good7 out of 10626094.2
July 2012Good7 out of 10705093.7
July 2010Good7 out of 10728093.6
July 2008Good7 out of 10677093.9
July 2006Good7 out of 10677071.2
July 2004Good7 out of 10625071.6
July 2002Good7 out of 10590071.9
July 2000Good7 out of 10604071.6
August 1998Good7 out of 10530072.4
August 1996Good7 out of 10395073.3
December 1994Good7 out of 10538072.2
December 1992Good7 out of 10510069.4
October 1990Good8 out of 10487077.1