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HARMONY CHURCH RD over SPRING CREEK

Map

Coordinates:
+31.24123, -84.78086
31°14'28" N, 84°46'51" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:HARMONY CHURCH RD over SPRING CREEK
Structure number:000000020150270
Location:5.6 MI NW OF COLQUITT
Purpose:Carries highway over waterway
Route classification:Minor Collector (Rural) [08]
Length of largest span:40.0 ft. [12.2 m]
Total length:279.9 ft. [85.3 m]
Roadway width between curbs:30.5 ft. [9.3 m]
Deck width edge-to-edge:34.1 ft. [10.4 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:7
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: March 2018

Good/Fair/Poor Condition:Fair
Status:Posted for load [P]
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:Meets minimum tolerable limits to be left in place as is [4]
Deck geometry appraisal:Equal to present minimum criteria [6]
Water adequacy appraisal:Equal to present minimum criteria [6]
Roadway alignment appraisal:Meets minimum tolerable limits to be left in place as is [4]
Channel protection:Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. [7]
Scour condition:Bridge with "unknown" foundation that has not been evaluated for scour. [U]
Sufficiency rating:74.7
Estimated cost of work:$1,641,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
March 2018FairGoodGoodSatisfactory60074.7
March 2016FairGoodGoodSatisfactory60074.7
March 2014FairVery GoodVery GoodSatisfactory60074.7
March 2012FairVery GoodVery GoodSatisfactory60074.7
March 2010FairVery GoodVery GoodSatisfactory110071.2
April 2008FairVery GoodVery GoodSatisfactory110071.2
March 2006FairVery GoodVery GoodSatisfactory113071.2
March 2004FairVery GoodVery GoodSatisfactory111071.2
March 2002FairVery GoodVery GoodSatisfactory97072.2
March 2000FairVery GoodVery GoodFair59078.2
April 1998FairVery GoodVery GoodSatisfactory59089.2
December 1995FairVery GoodVery GoodSatisfactory57088.2
February 1994GoodVery GoodVery GoodGood57088.2
February 1992GoodVery GoodVery GoodVery Good54088.2

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Reinforced Concrete Girder/Beamlinear ft.1,1201,120000
Deck
Reinforced Concrete Top Flangesq. ft.9,5209,520000
Substructure
Reinforced Concrete Abutmentlinear ft.7272000
Steel Pileeach2405190
Steel Protective Coatingsq. ft.1,032877060815
Reinforced Concrete Pier Caplinear ft.180180000
Joints
Pourable Jointlinear ft.2486609290
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.560560000