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SR 94 over ALAPAHA RIVER OVERFLOW

Map

Coordinates:
+30.70466, -83.03681
30°42'17" N, 83°02'13" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts

Name:SR 94 over ALAPAHA RIVER OVERFLOW
Structure number:000000010100300
Location:.5 MI W OF STATENVILLE
Purpose:Carries highway over relief for waterway
Route classification:Major Collector (Rural) [07]
Length of largest span:40.0 ft. [12.2 m]
Total length:160.1 ft. [48.8 m]
Roadway width between curbs:40.0 ft. [12.2 m]
Deck width edge-to-edge:43.0 ft. [13.1 m]
Owner:State Highway Agency [01]
Year built:1989
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:4
Main spans material:Concrete [1]
Main spans design:Tee beam [04]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: July 2015

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:2,710 [as of 2012]
Truck traffic:1% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Equal to present minimum criteria [6]
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:69.3 tons [63.0 metric tons]
Inventory rating:41.6 tons [37.8 metric tons]
Sufficiency rating:93.8
Estimated cost of work:$938,000

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
July 201593.8FairGoodSatisfactoryGood-2710
July 201393.8GoodGoodGoodGood-2710
June 201193.1GoodGoodGoodGood-2500
July 200992.4GoodGoodGoodGood-2960
July 200792.5GoodGoodGoodGood-2860
July 200592.8GoodGoodGoodGood-2660
July 200393.2GoodGoodGoodGood-2400
August 200192.3GoodGoodGoodGood-3000
August 199992.0GoodGoodGoodGood-3200
August 199792.0GoodVery GoodVery GoodVery Good-3200
September 199593.9GoodVery GoodVery GoodVery Good-2600
October 199394.0GoodVery GoodVery GoodVery Good-2510
November 199195.5GoodVery GoodVery GoodVery Good-1600