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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 2015 

Status:Open, no restriction [A]
Average daily traffic:520 [as of 2013]
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:86.5
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$430,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
December 201586.5Not deficientGoodGoodSatisfactory520
December 201494.1Not deficientGoodGoodSatisfactory520
December 201394.1Not deficientGoodGoodSatisfactory520
December 201287.0Not deficientGoodGoodSatisfactory520
December 201172.5Not deficientGoodGoodSatisfactory520
January 201172.5Not deficientGoodGoodSatisfactory520
December 200970.5Not deficientVery GoodVery GoodSatisfactory520
January 200962.2Not deficientGoodGoodFair600
January 200862.2Not deficientGoodGoodFair600
October 200562.3Not deficientGoodGoodFair580
December 200362.3Not deficientGoodGoodFair540
December 200172.4Not deficientGoodGoodSatisfactory540
January 200078.3Not deficientVery GoodVery GoodGood220
December 199778.3Not deficientVery GoodVery GoodGood220
December 199578.3Not deficientVery GoodVery GoodGood220