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GRANNY CROSBY RD over REEDY CREEK

Map

Coordinates:
+31.53809, -82.07923
31°32'17" N, 82°04'45" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:GRANNY CROSBY RD over REEDY CREEK
Structure number:000000030550240
Location:5 MI NW OF SCREVEN
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:20.0 ft. [6.1 m]
Total length:140.1 ft. [42.7 m]
Roadway width between curbs:24.0 ft. [7.3 m]
Deck width edge-to-edge:25.3 ft. [7.7 m]
Owner:County Highway Agency [02]
Year built:1969
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:7
Main spans material:Steel [3]
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: March 2017

Good/Fair/Poor Condition:Fair
Status:Posted for load [P]
Average daily traffic:40 [as of 2011]
Truck traffic:1% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Satisfactory [6 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:Equal to present minimum criteria [6]
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:69.9
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$343,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
March 2017FairGoodSatisfactoryFair4069.9
April 2015FairSatisfactorySatisfactoryFair4069.9
April 2013FairSatisfactorySatisfactoryFair4069.9
April 2011FairSatisfactorySatisfactoryFair10464.3
March 2009FairSatisfactorySatisfactoryFair14064.3
March 2007FairSatisfactorySatisfactoryFair16064.3
March 2005FairSatisfactorySatisfactoryFair7066.5
March 2003FairSatisfactorySatisfactoryFair10067.5
April 2001PoorGoodGoodPoor10053.2
July 1999FairGoodGoodFair15068.9
November 1996FairGoodGoodFair15068.9
January 1995FairGoodGoodFair15068.4
January 1993FairGoodGoodFair15068.4
December 1990FairGoodGoodFair15068.4

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Girder/Beamlinear ft.98024073550
Steel Protective Coatingsq. ft.3,920003,9200
Deck
Reinforced Concrete Decksq. ft.3,5283,40312500
Substructure
Reinforced Concrete Abutmentlinear ft.5050000
Timber Pileeach2771910
Reinforced Concrete Pier Caplinear ft.150150000
Joints
Pourable Jointlinear ft.1927224960