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MCCURDY ROAD over COFFEE BOGUE CREEK

Map 

Coordinates:
+32.46656, -89.68850
32°27'60" N, 89°41'19" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:MCCURDY ROAD over COFFEE BOGUE CREEK
Structure number:SA6200000000071
Location:SEC 9 T 7N R 6E B
Purpose:Carries highway over waterway
Route classification:Minor Collector (Rural) [08]
Length of largest span:19.0 ft. [5.8 m]
Total length:113.9 ft. [34.7 m]
Roadway width between curbs:25.9 ft. [7.9 m]
Deck width edge-to-edge:28.9 ft. [8.8 m]
Owner:County Highway Agency [02]
Year built:1970
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:6
Main spans material:Concrete [1]
Main spans design:Slab [01]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: December 2016 

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:520 [as of 2015]
Truck traffic:8% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Water adequacy appraisal:Better than present minimum criteria [7]
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 is scour critical; bridge foundations determined to be unstable. [3]
Operating rating:35.6 tons [32.4 metric tons]
Inventory rating:26.7 tons [24.3 metric tons]
Sufficiency rating:84.5
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$450,000

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
December 201684.5FairGoodGoodSatisfactory-520
December 201586.5FairGoodGoodSatisfactory-520
December 201494.1FairGoodGoodSatisfactory-520
December 201394.1FairGoodGoodSatisfactory-520
December 201287.0FairGoodGoodSatisfactory-520
December 201172.5FairGoodGoodSatisfactory-520
January 201172.5FairGoodGoodSatisfactory-520
December 200970.5FairVery GoodVery GoodSatisfactory-520
January 200962.2FairGoodGoodFair-600
January 200862.2FairGoodGoodFair-600
October 200562.3FairGoodGoodFair-580
December 200362.3FairGoodGoodFair-540
December 200172.4FairGoodGoodSatisfactory-540
January 200078.3GoodVery GoodVery GoodGood-220
December 199778.3GoodVery GoodVery GoodGood-220
December 199578.3GoodVery GoodVery GoodGood-220