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STATLNE CHICORA RD over BEAVER CREEK

Map

Coordinates:
+31.53449, -88.59347
31°32'04" N, 88°35'36" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:STATLNE CHICORA RD over BEAVER CREEK
Structure number:SA7700000000047
Location:SEC 33 T 7N R 6W B
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:9.8 ft. [3.0 m]
Total length:22.0 ft. [6.7 m]
Owner:County Highway Agency [02]
Year built:1965
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 13.5 / HS 15 [3]
Number of main spans:2
Main spans material:Concrete [1]
Main spans design:Culvert [19]
Deck type:Not applicable [N]

Latest Available Inspection: September 2016

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:200 [as of 2015]
Truck traffic:8% of total traffic
Structural appraisal:Better than present minimum criteria [7]
Water adequacy appraisal:Better than present minimum criteria [7]
Roadway alignment appraisal:Equal to present desirable criteria [8]
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: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 the assessed or calculated scour condition. [8]
Operating rating:59.5 tons [54.1 metric tons]
Inventory rating:35.6 tons [32.4 metric tons]
Sufficiency rating:99.9

Previous Inspections

DateSuff. RatingConditionCulvert ConditionSD/FOADT
September 201699.9Good7 out of 10-200
September 201492.4Good8 out of 10-200
September 201292.4Good8 out of 10-200
September 201092.4Good8 out of 10-200
September 200992.4Good8 out of 10-200
August 200792.4Good8 out of 10-200
October 200592.4Good8 out of 10-200
January 200492.4Good8 out of 10-200
December 200192.4Good8 out of 10-200
January 200092.4Good8 out of 10-200
January 199892.4Good8 out of 10-200
February 199692.4Good8 out of 10-200