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 

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. ratingEvaluationDeckSuper.Sub.ADT
December 201590.6Not deficientVery GoodVery GoodVery Good1200
December 201390.6Not deficientVery GoodVery GoodVery Good1200
December 201190.6Not deficientVery GoodVery GoodVery Good1200
December 200990.6Not deficientVery GoodVery GoodVery Good1200
January 200890.6Not deficientVery GoodVery GoodVery Good1200
September 200590.6Not deficientVery GoodVery GoodVery Good1200
December 200390.8Not deficientVery GoodVery GoodVery Good900
December 200198.6Not deficientExcellentExcellentExcellent640
December 199990.8Not deficientExcellentExcellentExcellent970
December 199890.8Not deficientExcellentExcellentExcellent970
December 199718.0Structurally deficientGoodFairPoor970
December 199526.4Structurally deficientGoodGoodFair970