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CO 28 over LITTLE UCHEE CREEK

Map

Coordinates:
+32.41037, -85.10445
32°24'37" N, 85°06'16" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:CO 28 over LITTLE UCHEE CREEK
Structure number:007698
Old structure number:0000002857063X0 (from 1992 edition)
Location:7.9 MI W PHENIX CITY
Purpose:Carries highway over relief for waterway
Route classification:Major Collector (Rural) [07]
Length of largest span:34.1 ft. [10.4 m]
Total length:102.0 ft. [31.1 m]
Roadway width between curbs:22.0 ft. [6.7 m]
Deck width edge-to-edge:23.3 ft. [7.1 m]
Owner:County Highway Agency [02]
Year built:1962
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:Tee beam [04]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: September 2017

Good/Fair/Poor Condition:Fair
Status:Posted for load [P]
Average daily traffic:900 [as of 1981]
Truck traffic:5% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal:Meets minimum tolerable limits to be left in place as is [4]
Water adequacy appraisal:Superior to present desirable criteria [9]
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 the assessed or calculated scour condition. [8]
Sufficiency rating:68.4
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$688,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
September 2017FairSatisfactorySatisfactorySatisfactory90068.4
September 2015FairSatisfactorySatisfactorySatisfactory90068.4
September 2014FairSatisfactorySatisfactorySatisfactory90068.4
September 2013FairSatisfactorySatisfactorySatisfactory90068.4
September 2012FairSatisfactorySatisfactorySatisfactory90068.4
September 2011FairSatisfactorySatisfactorySatisfactory90068.4
September 2010FairSatisfactorySatisfactorySatisfactory90068.4
September 2008FairSatisfactorySatisfactorySatisfactory90068.4
July 2006FairSatisfactorySatisfactorySatisfactory90075.1
June 2004FairSatisfactorySatisfactorySatisfactory90075.1
November 2002FairSatisfactorySatisfactorySatisfactory90074.2
February 2001FairSatisfactorySatisfactorySatisfactory90074.2
January 1999FairSatisfactorySatisfactorySatisfactory90074.2
December 1996FairSatisfactorySatisfactorySatisfactory90074.0
January 1995FairSatisfactorySatisfactorySatisfactory90074.0
January 1993GoodGoodVery GoodGood90054.5
January 1991GoodVery GoodVery GoodVery Good90061.8