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DUNN ROAD over CELEOTH CREEK

Map

Coordinates:
+32.82262, -84.60438
32°49'21" N, 84°36'16" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts

Name:DUNN ROAD over CELEOTH CREEK
Structure number:000000026350250
Location:2 MI SE OF MANCHESTER
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:11.2 ft. [3.4 m]
Total length:30.8 ft. [9.4 m]
Owner:County Highway Agency [02]
Year built:1950
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: January 2016

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:490 [as of 2012]
Truck traffic:1% of total traffic
Structural appraisal:Equal to present minimum criteria [6]
Water adequacy appraisal:Better than present minimum criteria [7]
Roadway alignment appraisal:Meets minimum tolerable limits to be left in place as is [4]
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:45.5 tons [41.4 metric tons]
Inventory rating:26.7 tons [24.3 metric tons]
Sufficiency rating:90.4
Estimated cost of work:$182,000

Previous Inspections

DateSuff. RatingConditionCulvert ConditionSD/FOADT
January 201690.4Good7 out of 10-490
January 201490.4Good7 out of 10-490
January 201290.4Good7 out of 10-600
January 201090.4Good7 out of 10-620
January 200890.4Good7 out of 10-620
January 200690.4Good7 out of 10-390
January 200490.3Good7 out of 10-740
January 200290.3Good7 out of 10-740
January 200088.4Good7 out of 10FO470
December 199788.4Good7 out of 10FO430
December 199577.4Fair5 out of 10FO430
December 199377.4Fair5 out of 10FO390
October 199177.4Fair5 out of 10FO270