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GUM SPRINGS ROAD over LITTLE RIVER

Map 

Coordinates:
+32.45689, -89.50211
32°27'25" N, 89°30'08" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:GUM SPRINGS ROAD over LITTLE RIVER
Structure number:SA6200000000085
Location:SEC 8 T 7N R 8E B
Purpose:Carries highway over waterway
Route classification:Major Collector (Rural) [07]
Length of largest span:30.8 ft. [9.4 m]
Total length:92.9 ft. [28.3 m]
Roadway width between curbs:27.9 ft. [8.5 m]
Deck width edge-to-edge:31.2 ft. [9.5 m]
Owner:County Highway Agency [02]
Year built:1995
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 2015 

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:1,900 [as of 2012]
Truck traffic:8% of total traffic
Deck condition:Very Good [8 out of 9]
Superstructure condition:Very Good [8 out of 9]
Substructure condition:Very Good [8 out of 9]
Structural appraisal:Equal to present desirable criteria [8]
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:Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. [8]
Scour condition:Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Operating rating:68.8 tons [62.5 metric tons]
Inventory rating:41.4 tons [37.6 metric tons]
Sufficiency rating:90.4
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$390,000

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
December 201590.4GoodVery GoodVery GoodVery Good-1900
December 201390.4GoodVery GoodVery GoodVery Good-1900
December 201190.4GoodVery GoodVery GoodVery Good-1900
December 200990.4GoodVery GoodVery GoodVery Good-1900
January 200890.4GoodVery GoodVery GoodVery Good-1900
October 200590.3GoodVery GoodVery GoodVery Good-2600
December 200391.7GoodVery GoodVery GoodVery Good-1800
December 200191.9GoodVery GoodVery GoodVery Good-1500
December 199991.9GoodExcellentExcellentExcellent-1500
November 199791.9GoodExcellentExcellentExcellent-1500
December 199591.9GoodExcellentExcellentExcellent-1500