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BASSFIELD-CROSS RD over SPEIGHTS CREEK

This bridge is no longer in the current National Bridge Inventory database, and has likely been demolished or abandoned.

Map 

Coordinates:
+31.51139, -89.67833
31°30'41" N, 89°40'42" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:BASSFIELD-CROSS RD over SPEIGHTS CREEK
Structure number:SA3300000000007
Location:SEC 2 T 6N R17W B
Purpose:Carries highway over waterway
Route classification:Major Collector (Rural) [07]
Length of largest span:30.8 ft. [9.4 m]
Total length:68.9 ft. [21.0 m]
Roadway width between curbs:23.3 ft. [7.1 m]
Deck width edge-to-edge:24.9 ft. [7.6 m]
Owner:County Highway Agency [02]
Year built:1968
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:3
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: August 2015 

Good/Fair/Poor Condition:Poor
Status:Posted for load [P]
Average daily traffic:950 [as of 2013]
Truck traffic:8% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Fair [5 out of 9]
Substructure condition:Serious [3 out of 9]
Structural appraisal:Basically intolerable requiring high priority of replacement [2]
Deck geometry appraisal:Meets minimum tolerable limits to be left in place as is [4]
Water adequacy appraisal:Better than present minimum criteria [7]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Bank protection is being eroded. River control devices and/or embankment have major damage. Trees and rush restrict the channel. [5]
Scour condition:Bridge with "unknown" foundation that has not been evaluated for scour. [U]
Operating rating:16.1 tons [14.6 metric tons]
Inventory rating:9.6 tons [8.7 metric tons]
Sufficiency rating:21.9
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$97,000

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
August 201521.9PoorSatisfactoryFairSeriousSD950
August 201438.2PoorSatisfactorySatisfactorySeriousSD950
August 201330.4PoorGoodSatisfactoryPoorSD950
August 201253.1FairVery GoodVery GoodSatisfactory-950
August 201058.1FairVery GoodVery GoodSatisfactory-950
September 200959.1FairVery GoodVery GoodSatisfactory-950
December 200759.1FairVery GoodVery GoodSatisfactory-950
November 200559.1FairVery GoodVery GoodSatisfactory-950
December 200359.1FairVery GoodVery GoodSatisfactory-950
January 200259.1FairVery GoodVery GoodSatisfactory-950
November 199963.8FairVery GoodVery GoodSatisfactory-530
December 199763.8FairVery GoodVery GoodSatisfactory-530
January 199663.8FairVery GoodVery GoodSatisfactory-530