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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 2014 

Status:Open, no restriction [A]
Average daily traffic:1,200 [as of 2013]
Truck traffic:8% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Better than present minimum criteria [7]
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]
Evaluation:Functionally obsolete [2]
Sufficiency rating:78.3
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$208,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
December 201478.3Functionally obsoleteGoodGoodGood1200
December 201271.1Functionally obsoleteGoodGoodGood1200
January 201156.5Functionally obsoleteGoodGoodGood1200
December 200956.5Functionally obsoleteGoodGoodGood1200
January 200858.7Not deficientGoodGoodGood1000
September 200558.7Not deficientGoodGoodGood1000
December 200358.7Not deficientGoodGoodGood940
December 200158.8Not deficientGoodGoodGood900
December 199956.5Not deficientGoodGoodGood1200
December 199856.5Not deficientVery GoodVery GoodVery Good1200
December 19973.0Structurally deficientGoodGoodCritical1200
December 199510.6Structurally deficientGoodGoodPoor2000