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RUSSELL COMM RD over GORDY BRANCH

Map 

Coordinates:
+32.39756, -89.39713
32°23'51" N, 89°23'50" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:RUSSELL COMM RD over GORDY BRANCH
Structure number:SA6200000000049
Location:SEC 5 T 6N R 9E B
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:30.8 ft. [9.4 m]
Total length:68.9 ft. [21.0 m]
Roadway width between curbs:26.6 ft. [8.1 m]
Deck width edge-to-edge:27.9 ft. [8.5 m]
Owner:County Highway Agency [02]
Year built:1982
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: December 2016 

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:200 [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:Equal to present desirable criteria [8]
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 foundations determined to be stable for assessed or calculated scour condition. [5]
Operating rating:58.9 tons [53.5 metric tons]
Inventory rating:35.3 tons [32.1 metric tons]
Sufficiency rating:98.9
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$370,000

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
December 201698.9FairGoodGoodSatisfactory-200
December 201496.9GoodVery GoodVery GoodGood-200
December 201276.4GoodVery GoodVery GoodGood-200
January 201176.4GoodVery GoodVery GoodGood-200
December 200976.4GoodVery GoodVery GoodVery Good-200
January 200876.4GoodVery GoodVery GoodVery Good-200
September 200576.4GoodVery GoodVery GoodVery Good-200
December 200376.4GoodVery GoodVery GoodVery Good-200
December 200176.4GoodVery GoodVery GoodVery Good-200
December 199976.4GoodVery GoodVery GoodVery Good-200
December 199776.4GoodVery GoodVery GoodVery Good-200
December 199576.4GoodVery GoodVery GoodVery Good-200