Share:

RINGOLD ROAD over HONTOKALO CREEK

Map

Coordinates:
+32.43949, -89.38313
32°26'22" N, 89°22'59" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts

Name:RINGOLD ROAD over HONTOKALO CREEK
Structure number:SA6200000000094
Location:SEC 21 T 7N R 9E B
Purpose:Carries highway over waterway
Route classification:Major Collector (Rural) [07]
Length of largest span:30.8 ft. [9.4 m]
Total length:162.1 ft. [49.4 m]
Roadway width between curbs:27.9 ft. [8.5 m]
Deck width edge-to-edge:31.2 ft. [9.5 m]
Owner:County Highway Agency [02]
Year built:1998
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:6
Main spans material:Concrete [1]
Main spans design:Channel beam [22]
Deck type:Concrete Precast Panels [2]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: December 2015

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:1,200 [as of 2012]
Truck traffic:8% of total traffic
Deck condition:Very Good [8 out of 9]
Superstructure condition:Very Good [8 out of 9]
Substructure condition:Very Good [8 out of 9]
Structural appraisal:Equal to present desirable criteria [8]
Deck geometry appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. [8]
Scour condition:Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Operating rating:68.8 tons [62.5 metric tons]
Inventory rating:41.4 tons [37.6 metric tons]
Sufficiency rating:90.6
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$510,000

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
December 201590.6GoodVery GoodVery GoodVery Good-1200
December 201390.6GoodVery GoodVery GoodVery Good-1200
December 201190.6GoodVery GoodVery GoodVery Good-1200
December 200990.6GoodVery GoodVery GoodVery Good-1200
January 200890.6GoodVery GoodVery GoodVery Good-1200
September 200590.6GoodVery GoodVery GoodVery Good-1200
December 200390.8GoodVery GoodVery GoodVery Good-900
December 200198.6GoodExcellentExcellentExcellent-640
December 199990.8GoodExcellentExcellentExcellent-970
December 199890.8GoodExcellentExcellentExcellent-970
December 199718.0PoorGoodFairPoorSD970
December 199526.4FairGoodGoodFairSD970