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HARMONY CHURCH RD over SPRING CREEK OVERFLOW

Map

Coordinates:
+31.24341, -84.77861
31°14'36" N, 84°46'43" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:HARMONY CHURCH RD over SPRING CREEK OVERFLOW
Structure number:000000020150280
Location:5.6 MI NW OF COLQUITT
Purpose:Carries highway over relief for waterway
Route classification:Minor Collector (Rural) [08]
Length of largest span:20.0 ft. [6.1 m]
Total length:220.2 ft. [67.1 m]
Roadway width between curbs:32.2 ft. [9.8 m]
Deck width edge-to-edge:34.8 ft. [10.6 m]
Owner:County Highway Agency [02]
Year built:1981
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 13.5 / HS 15 [3]
Number of main spans:11
Main spans material:Concrete [1]
Main spans design:Slab [01]
Deck type:Concrete Precast Panels [2]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: March 2018

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:600 [as of 2011]
Truck traffic:1% 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:Equal to present minimum criteria [6]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Channel protection:Bank protection is being eroded. River control devices and/or embankment have major damage. Trees and rush restrict the channel. [5]
Scour condition:Bridge with "unknown" foundation that has not been evaluated for scour. [U]
Sufficiency rating:98.7
Estimated cost of work:$1,289,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
March 2018FairGoodGoodSatisfactory60098.7
March 2016FairGoodGoodSatisfactory60098.7
March 2014FairGoodGoodSatisfactory60098.7
March 2012FairGoodGoodSatisfactory60098.7
March 2010FairGoodGoodSatisfactory110090.4
April 2008FairGoodGoodSatisfactory110090.4
March 2006FairGoodGoodSatisfactory113090.4
March 2004FairGoodVery GoodSatisfactory111090.4
March 2002FairGoodVery GoodSatisfactory97091.5
March 2000GoodGoodVery GoodGood59091.5
April 1998FairVery GoodVery GoodSatisfactory59091.5
December 1995FairVery GoodVery GoodSatisfactory57090.5
February 1994GoodVery GoodVery GoodGood57090.5
February 1992GoodVery GoodVery GoodGood54090.5

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Substructure
Reinforced Concrete Abutmentlinear ft.7676000
Steel Pileeach3039180
Steel Protective Coatingsq. ft.1,2321049090948
Reinforced Concrete Pier Caplinear ft.340340000
Joints
Pourable Jointlinear ft.384440170170
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.440440000
Deck
Reinforced Concrete Slabsq. ft.7,6567,655100