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GREER ROAD over DITCH NO 43-1020

Map

Coordinates:
+33.20722, -90.75377
33°12'26" N, 90°45'14" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:GREER ROAD over DITCH NO 43-1020
Structure number:SA7600000000100
Location:SEC 30 T16N R 5W
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:19.0 ft. [5.8 m]
Total length:57.1 ft. [17.4 m]
Roadway width between curbs:20.0 ft. [6.1 m]
Deck width edge-to-edge:21.0 ft. [6.4 m]
Owner:County Highway Agency [02]
Year built:1950
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
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: December 2016

Good/Fair/Poor Condition:Poor
Status:Open, posting recommended but not legally implemented [B]
Average daily traffic:75 [as of 2016]
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Poor [4 out of 9]
Structural appraisal:Basically intolerable requiring high priority of replacement [2]
Deck geometry appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Water adequacy appraisal:Equal to present minimum criteria [6]
Roadway alignment appraisal:Equal to present desirable criteria [8]
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]
Operating rating:5.9 tons [5.4 metric tons]
Inventory rating:4.5 tons [4.1 metric tons]
Sufficiency rating:39.9
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$236,000

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
December 201639.9PoorSatisfactorySatisfactoryPoorSD75
January 201538.9PoorFairFairPoorSD75
January 201387.0FairFairFairFair-75
January 201150.3FairSatisfactorySatisfactoryFair-75
January 201050.3FairSatisfactoryFairFair-75
February 200850.3FairSatisfactoryFairFair-75
February 200650.3FairSatisfactoryFairFair-75
January 200450.3FairSatisfactoryFairFair-75
March 200250.3FairSatisfactoryFairFair-75
February 200050.3FairSatisfactoryFairFair-75
January 199860.3FairGoodSatisfactorySatisfactory-75
March 199660.3GoodVery GoodVery GoodVery Good-75