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CO. ROAD 3232 over SCOOBACHITTO CREEK

Map

Coordinates:
+33.18984, -89.58516
33°11'23" N, 89°35'07" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:CO. ROAD 3232 over SCOOBACHITTO CREEK
Structure number:SA0400000000107
Location:SEC 4 T15N R 7E
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:16.1 ft. [4.9 m]
Total length:58.1 ft. [17.7 m]
Roadway width between curbs:16.1 ft. [4.9 m]
Deck width edge-to-edge:16.1 ft. [4.9 m]
Owner:County Highway Agency [02]
Year built:1964
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:M 9 / H 10 [1]
Number of main spans:4
Main spans material:Wood or timber [7]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Wood or Timber [8]
Wearing surface:Gravel [8]

Latest Available Inspection: November 2016

Good/Fair/Poor Condition:Poor
Status:Open, temporary structure in place to carry legal loads [E]
Average daily traffic:40 [as of 2013]
Deck condition:Imminent Failure [1 out of 9]
Superstructure condition:Critical [2 out of 9]
Substructure condition:Imminent Failure [1 out of 9]
Deck geometry appraisal:Basically intolerable requiring high priority of corrrective action [3]
Roadway alignment appraisal:Meets minimum tolerable limits to be left in place as is [4]
Channel protection:Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. [6]
Scour condition:Bridge with "unknown" foundation that has not been evaluated for scour. [U]
Sufficiency rating:24.3
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$135,000

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
November 201624.3PoorImminent FailureCriticalImminent FailureSD40
November 201524.3PoorImminent FailureCriticalImminent FailureSD40
November 201424.3PoorImminent FailureCriticalImminent FailureSD40
December 201324.3PoorImminent FailureCriticalImminent FailureSD40
December 201224.3PoorImminent FailureCriticalImminent FailureSD40
December 201124.3PoorImminent FailureCriticalImminent FailureSD40
November 201024.3PoorImminent FailureCriticalImminent FailureSD40
January 201024.3PoorImminent FailureCriticalImminent FailureSD40
January 200924.3PoorImminent FailureCriticalImminent FailureSD40
November 200724.3PoorImminent FailureCriticalImminent FailureSD40
January 200724.3PoorImminent FailureCriticalImminent FailureSD40
January 200624.3PoorImminent FailureCriticalImminent FailureSD40
January 200524.3PoorImminent FailureCriticalImminent FailureSD40
December 200324.3PoorImminent FailureCriticalImminent FailureSD40
January 200224.3PoorPoorCriticalCriticalSD40
January 200126.3PoorFairSeriousCriticalSD40
January 200026.3PoorFairPoorCriticalSD40
January 199926.3PoorFairPoorSeriousSD40
January 199827.3FairSatisfactorySatisfactoryFairSD40
July 199627.3FairSatisfactorySatisfactoryFairSD40