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CO.RD 21 over DRY BRANCH

Map

Coordinates:
+32.42757, -86.59588
32°25'39" N, 86°35'45" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts

Name:CO.RD 21 over DRY BRANCH
Structure number:013299
Old structure number:0000002101032Z0 (from 1992 edition)
Location:SWIFT CREEK PARK
Purpose:Carries highway over waterway
Route classification:Minor Collector (Rural) [08]
Length of largest span:12.1 ft. [3.7 m]
Total length:25.9 ft. [7.9 m]
Roadway width between curbs:40.4 ft. [12.3 m]
Deck width edge-to-edge:40.4 ft. [12.3 m]
Owner:County Highway Agency [02]
Year built:1984
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
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: November 2016

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:215 [as of 1988]
Truck traffic:5% of total traffic
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Superior to present desirable criteria [9]
Water adequacy appraisal:Better than present minimum criteria [7]
Roadway alignment appraisal:Equal to present minimum criteria [6]
Channel protection:Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. [7]
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:54.0 tons [49.1 metric tons]
Inventory rating:32.3 tons [29.4 metric tons]
Sufficiency rating:98.2
Estimated cost of work:$366,000

Previous Inspections

DateSuff. RatingConditionCulvert ConditionSD/FOADT
November 201698.2Good7 out of 10-215
November 201498.2Good7 out of 10-215
November 201298.2Good7 out of 10-215
November 201098.2Good7 out of 10-215
December 200898.2Good7 out of 10-215
November 200699.9Good7 out of 10-215
December 200495.9Good7 out of 10SD215
October 200295.9Good7 out of 10SD215
November 200095.9Good8 out of 10SD215
October 199895.9Good8 out of 10SD215
December 199699.9Good8 out of 10-215
February 199599.9Good8 out of 10-215
November 199294.9Good8 out of 10-215
October 199094.9Good8 out of 10-215