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OLD HWY 80 over HONTOKALO CREEK

Map 

Coordinates:
+32.38598, -89.39165
32°23'10" N, 89°23'30" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:OLD HWY 80 over HONTOKALO CREEK
Structure number:SA6200000000051
Location:SEC 5 T 6N R 9E B
Purpose:Carries highway over waterway
Route classification:Minor Collector (Rural) [08]
Length of largest span:19.0 ft. [5.8 m]
Total length:76.1 ft. [23.2 m]
Roadway width between curbs:23.3 ft. [7.1 m]
Deck width edge-to-edge:24.6 ft. [7.5 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:M 13.5 / H 15 [2]
Number of main spans:4
Main spans material:Concrete [1]
Main spans design:Channel beam [22]
Deck type:Concrete Precast Panels [2]
Wearing surface:Bituminous [6]

Latest Available Inspection: December 2016 

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:1,200 [as of 2015]
Truck traffic:8% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Basically intolerable requiring high priority of corrrective action [3]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Equal to present desirable criteria [8]
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]
Scour condition:Bridge with "unknown" foundation that has not been evaluated for scour. [U]
Operating rating:64.9 tons [59.0 metric tons]
Inventory rating:38.8 tons [35.3 metric tons]
Sufficiency rating:80.3
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$370,000

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
December 201680.3FairGoodGoodSatisfactoryFO1200
December 201478.3GoodGoodGoodGoodFO1200
December 201271.1GoodGoodGoodGoodFO1200
January 201156.5GoodGoodGoodGoodFO1200
December 200956.5GoodGoodGoodGoodFO1200
January 200858.7GoodGoodGoodGood-1000
September 200558.7GoodGoodGoodGood-1000
December 200358.7GoodGoodGoodGood-940
December 200158.8GoodGoodGoodGood-900
December 199956.5GoodGoodGoodGood-1200
December 199856.5GoodVery GoodVery GoodVery Good-1200
December 19973.0PoorGoodGoodCriticalSD1200
December 199510.6PoorGoodGoodPoorSD2000