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BASSFIELD-CROSS RD over SPEIGHTS CREEK

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 

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]
Evaluation:Structurally deficient [1]
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. ratingEvaluationDeckSuper.Sub.ADT
August 201521.9Structurally deficientSatisfactoryFairSerious950
August 201438.2Structurally deficientSatisfactorySatisfactorySerious950
August 201330.4Structurally deficientGoodSatisfactoryPoor950
August 201253.1Not deficientVery GoodVery GoodSatisfactory950
August 201058.1Not deficientVery GoodVery GoodSatisfactory950
September 200959.1Not deficientVery GoodVery GoodSatisfactory950
December 200759.1Not deficientVery GoodVery GoodSatisfactory950
November 200559.1Not deficientVery GoodVery GoodSatisfactory950
December 200359.1Not deficientVery GoodVery GoodSatisfactory950
January 200259.1Not deficientVery GoodVery GoodSatisfactory950
November 199963.8Not deficientVery GoodVery GoodSatisfactory530
December 199763.8Not deficientVery GoodVery GoodSatisfactory530
January 199663.8Not deficientVery GoodVery GoodSatisfactory530