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CR 86 over BULL CREEK

Map

Coordinates:
+32.13124, -81.87520
32°07'52" N, 81°52'31" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:CR 86 over BULL CREEK
Structure number:000000010950100
Location:2 MI SE OF CLAXTON
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:16.1 ft. [4.9 m]
Total length:64.0 ft. [19.5 m]
Roadway width between curbs:13.1 ft. [4.0 m]
Deck width edge-to-edge:14.1 ft. [4.3 m]
Owner:County Highway Agency [02]
Year built:1950
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:4
Main spans material:Steel continuous [4]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: February 2017

Good/Fair/Poor Condition:Fair
Status:Posted for load [P]
Average daily traffic:60 [as of 2011]
Truck traffic:1% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Fair [5 out of 9]
Substructure condition:Fair [5 out of 9]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Water adequacy appraisal:Better than present minimum criteria [7]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. [6]
Scour condition:Bridge with "unknown" foundation that has not been evaluated for scour. [U]
Sufficiency rating:61.2
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$273,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
February 2017FairSatisfactoryFairFair6061.2
February 2015FairSatisfactoryFairFair6061.2
February 2013FairSatisfactoryFairFair6038.3
February 2011FairGoodFairFair14036.2
February 2009FairGoodFairFair14036.2
February 2007PoorGoodFairSerious15021.7
February 2005FairGoodFairFair7038.3
February 2003FairGoodFairFair10052.8
February 2001FairGoodSatisfactoryFair10052.8
March 1999FairGoodSatisfactoryFair9060.2
March 1996PoorGoodSatisfactoryPoor9024.8
April 1994PoorGoodSatisfactoryPoor9024.8
May 1993PoorGoodSatisfactoryPoor9024.8
May 1992PoorGoodSatisfactoryPoor9024.8
August 1990PoorGoodGoodPoor9023.8

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Girder/Beamlinear ft.256025600
Steel Protective Coatingsq. ft.3,58438108962,307
Deck
Reinforced Concrete Decksq. ft.89685330130
Substructure
Reinforced Concrete Pier Walllinear ft.3023700
Reinforced Concrete Abutmentlinear ft.3030000
Timber Pileeach1201200
Steel Pier Caplinear ft.7272000
Steel Protective Coatingsq. ft.240002400
Joints
Pourable Jointlinear ft.3900390
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.128128000