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SR 52 MP 51.028 over BRANCH

Map

Coordinates:
+31.13495, -85.55840
31°08'06" N, 85°33'30" 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]
Operating rating:97.8 tons [88.9 metric tons]
Inventory rating:70.7 tons [64.3 metric tons]
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

DateSuff. RatingConditionCulvert ConditionSD/FOADT
July 201694.2Good7 out of 10-6260
July 201494.2Good7 out of 10-6260
July 201293.7Good7 out of 10-7050
July 201093.6Good7 out of 10-7280
July 200893.9Good7 out of 10-6770
July 200671.2Good7 out of 10-6770
July 200471.6Good7 out of 10-6250
July 200271.9Good7 out of 10-5900
July 200071.6Good7 out of 10-6040
August 199872.4Good7 out of 10-5300
August 199673.3Good7 out of 10-3950
December 199472.2Good7 out of 10-5380
December 199269.4Good7 out of 10-5100
October 199077.1Good8 out of 10-4870