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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 

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. ratingEvaluationDeckSuper.Sub.ADT
December 201590.4Not deficientVery GoodVery GoodVery Good1900
December 201390.4Not deficientVery GoodVery GoodVery Good1900
December 201190.4Not deficientVery GoodVery GoodVery Good1900
December 200990.4Not deficientVery GoodVery GoodVery Good1900
January 200890.4Not deficientVery GoodVery GoodVery Good1900
October 200590.3Not deficientVery GoodVery GoodVery Good2600
December 200391.7Not deficientVery GoodVery GoodVery Good1800
December 200191.9Not deficientVery GoodVery GoodVery Good1500
December 199991.9Not deficientExcellentExcellentExcellent1500
November 199791.9Not deficientExcellentExcellentExcellent1500
December 199591.9Not deficientExcellentExcellentExcellent1500