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HODGES STREET over CEDAR CREEK

Map

Coordinates:
+32.17228, -81.93916
32°10'20" N, 81°56'21" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:HODGES STREET over CEDAR CREEK
Structure number:000000010950130
Location:1 MI N OF HAGAN
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:20.0 ft. [6.1 m]
Total length:220.2 ft. [67.1 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:11
Main spans material:Concrete [1]
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:Posted for load [P]
Average daily traffic:550 [as of 2011]
Truck traffic:7% 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: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 being eroded. River control devices and/or embankment have major damage. Trees and rush restrict the channel. [5]
Scour condition:Bridge with "unknown" foundation that has not been evaluated for scour. [U]
Sufficiency rating:81.1
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$1,289,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
February 2017FairSatisfactorySatisfactorySatisfactory55081.1
February 2015FairSatisfactorySatisfactoryFair55070.1
February 2013FairSatisfactorySatisfactoryFair55070.1
February 2011FairGoodGoodSatisfactory62081.1
February 2009FairGoodGoodSatisfactory62081.1
February 2007FairGoodGoodSatisfactory63077.7
February 2005FairGoodGoodSatisfactory39077.8
February 2003FairGoodGoodSatisfactory74077.6
February 2001FairGoodGoodFair48060.1
March 1999PoorGoodGoodPoor47028.9
March 1996FairGoodGoodFair43054.1
April 1994FairGoodGoodFair40055.2
May 1992FairGoodGoodFair40055.2
August 1990FairGoodGoodFair27055.3

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Reinforced Concrete Girder/Beamlinear ft.1,7601,7481020
Deck
Reinforced Concrete Top Flangesq. ft.5,2885,2315520
Wearing Surfacessq. ft.1,0161,016000
Substructure
Reinforced Concrete Abutmentlinear ft.5050000
Timber Pileeach50401000
Reinforced Concrete Pier Caplinear ft.250250000
Joints
Pourable Jointlinear ft.276276000
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.440440000