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CR 28 CARTER'S BRI over CEDAR CREEK

Map

Coordinates:
+32.17281, -81.98308
32°10'22" N, 81°58'59" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:CR 28 CARTER'S BRI over CEDAR CREEK
Structure number:000000010950040
Location:1 MI NW OF BELLVILLE
Purpose:Carries highway over waterway
Route classification:Minor Collector (Rural) [08]
Length of largest span:20.0 ft. [6.1 m]
Total length:120.1 ft. [36.6 m]
Roadway width between curbs:23.3 ft. [7.1 m]
Deck width edge-to-edge:25.3 ft. [7.7 m]
Skew angle:15°
Owner:County Highway Agency [02]
Year built:1965
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:6
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: February 2017

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:330 [as of 2011]
Truck traffic:9% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Meets minimum tolerable limits to be left in place as is [4]
Water adequacy appraisal:Equal to present desirable criteria [8]
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 with "unknown" foundation that has not been evaluated for scour. [U]
Sufficiency rating:81.4
Estimated cost of work:$703,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
February 2017FairSatisfactorySatisfactoryGood33081.4
February 2015FairSatisfactorySatisfactoryGood33081.4
February 2013FairSatisfactorySatisfactoryGood33081.4
February 2011GoodGoodGoodGood127074.7
February 2009GoodGoodGoodGood127074.7
February 2007GoodGoodGoodGood136063.1
February 2005GoodGoodGoodGood140063.1
February 2003GoodGoodGoodVery Good97064.2
February 2001FairGoodGoodFair96054.2
March 1999PoorGoodGoodPoor94044.1
March 1996FairGoodGoodFair82055.7
April 1994FairGoodGoodFair82055.7
May 1992FairGoodGoodFair82055.7
August 1990FairGoodGoodFair82055.7

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Reinforced Concrete Girder/Beamlinear ft.960956040
Deck
Reinforced Concrete Top Flangesq. ft.3,0243,024000
Substructure
Reinforced Concrete Abutmentlinear ft.5050000
Prestressed Concrete Pileeach2525000
Reinforced Concrete Pier Caplinear ft.125125000
Joints
Pourable Jointlinear ft.161690920
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.240240000