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C-1-526 over JOHNSON CK

Map

Coordinates:
+34.34831, -82.50162
34°20'54" N, 82°30'06" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:C-1-526 over JOHNSON CK
Structure number:000000000007310
Old structure number:000190055900100 (from 1992 edition)
Location:13.6 MI NW OF ABBEVILLE
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:29.9 ft. [9.1 m]
Total length:29.9 ft. [9.1 m]
Roadway width between curbs:9.8 ft. [3.0 m]
Deck width edge-to-edge:11.2 ft. [3.4 m]
Owner:County Highway Agency [02]
Year built:2014
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Number of main spans:2
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: September 2018

Good/Fair/Poor Condition:Fair
Status:Posted for load [P]
Average daily traffic:126 [as of 2017]
Truck traffic:6% 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:Basically intolerable requiring high priority of replacement [2]
Water adequacy appraisal:Basically intolerable requiring high priority of corrrective action [3]
Roadway alignment appraisal:Equal to present desirable criteria [8]
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 is scour critical; bridge foundations determined to be unstable. [3]
Sufficiency rating:24.2
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$186,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
September 2018FairSatisfactorySatisfactorySatisfactory12624.2
September 2017FairSatisfactorySatisfactorySatisfactory12624.2
September 2016FairSatisfactorySatisfactorySatisfactory12620.1
September 2015FairSatisfactorySatisfactorySatisfactory12620.1
September 2014FairSatisfactorySatisfactorySatisfactory12620.1
September 2013FairSatisfactorySatisfactorySatisfactory12620.1
September 2012PoorSatisfactorySatisfactoryPoor12617.5
September 2011PoorFairFairPoor12616.3
October 2010PoorGoodSatisfactoryPoor12617.5
August 2009PoorFairSatisfactoryPoor12616.3
August 2008PoorSatisfactorySatisfactoryPoor12617.5
September 2007PoorSatisfactorySatisfactoryPoor12617.5
August 2006PoorSatisfactorySatisfactoryPoor13017.5
September 2005PoorSatisfactorySatisfactoryPoor12017.5
September 1999PoorVery GoodSatisfactoryPoor6017.8
October 1991PoorVery GoodSatisfactoryPoor6016.6

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Substructure
Timber Pileeach70700
Reinforced Concrete Pier Caplinear ft.5252000
Deck
Reinforced Concrete Slabsq. ft.333333000