Share:

PARKERS STORE RD over TURKEY CREEK

Map

Coordinates:
+32.22830, -83.86531
32°13'42" N, 83°51'55" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:PARKERS STORE RD over TURKEY CREEK
Structure number:000000009350220
Location:2.7 MI NE OF BYROMVILLE
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:20.0 ft. [6.1 m]
Total length:100.1 ft. [30.5 m]
Roadway width between curbs:23.3 ft. [7.1 m]
Deck width edge-to-edge:25.3 ft. [7.7 m]
Owner:County Highway Agency [02]
Year built:1970
Year reconstructed:2002
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:5
Main spans material:Prestressed concrete [5]
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: June 2017

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:490 [as of 2012]
Truck traffic:1% of total traffic
Deck condition:Fair [5 out of 9]
Superstructure condition:Fair [5 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:Better than present minimum criteria [7]
Roadway alignment appraisal:Equal to present minimum criteria [6]
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:66.8
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$586,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
June 2017FairFairFairSatisfactory49066.8
July 2015FairFairFairSatisfactory49066.8
June 2013FairFairFairSatisfactory49066.8
August 2011FairFairFairSatisfactory60066.7
August 2009FairFairFairSatisfactory62066.7
August 2007FairFairFairSatisfactory60066.7
August 2005FairFairFairSatisfactory31067.0
August 2003FairFairFairSatisfactory74066.6
August 2002FairFairFairSatisfactory74058.2
October 2001PoorFairFairPoor74030.5
September 1999PoorFairFairPoor47027.5
July 1997PoorFairFairSerious43027.7
July 1995PoorFairFairSerious43027.6
July 1993PoorFairFairSerious40028.8
August 1991PoorFairFairPoor9039.8

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Reinforced Concrete Girder/Beamlinear ft.800789740
Deck
Reinforced Concrete Top Flangesq. ft.2,5302,4725620
Substructure
Reinforced Concrete Abutmentlinear ft.4845300
Timber Pileeach20101000
Reinforced Concrete Pier Caplinear ft.9694200
Joints
Pourable Jointlinear ft.115115000