SH 164 over Granny Creek


Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:SH 164 over Granny Creek
Structure number:000000000005549
Location:1.52 M E Hagerville
Purpose:Carries highway over waterway
Route classification:Major Collector (Rural) [07]
Length of largest span:35.1 ft. [10.7 m]
Total length:140.1 ft. [42.7 m]
Roadway width between curbs:26.2 ft. [8.0 m]
Deck width edge-to-edge:28.9 ft. [8.8 m]
Skew angle:30°
Owner:State Highway Agency [01]
Year built:1976
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:M 18 / H 20 [4]
Number of main spans:4
Main spans material:Concrete [1]
Main spans design:Slab [01]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: May 2018

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:480 [as of 2014]
Truck traffic:1% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Better than present minimum criteria [7]
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]
Pier/abutment protection:Navigation protection not required [1]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Sufficiency rating:90.7

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
May 2018GoodGoodGoodGood48090.7
May 2016GoodGoodGoodGood39091.0
April 2014GoodGoodGoodGood39091.0
April 2012GoodGoodGoodGood55090.5
April 2010GoodGoodGoodGood55090.5
April 2008GoodGoodGoodGood55090.5
April 2006GoodGoodGoodGood44082.9
April 2004GoodGoodGoodGood45082.9
June 2002GoodGoodVery GoodGood48082.5
May 2000GoodVery GoodVery GoodVery Good50082.4
May 1998GoodVery GoodVery GoodVery Good50082.4
June 1996GoodVery GoodVery GoodVery Good24587.9
June 1994GoodVery GoodVery GoodVery Good24587.9
May 1992GoodVery GoodVery GoodVery Good24587.9
June 1990GoodVery GoodVery GoodVery Good40582.7

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
Reinforced Concrete Columneach66000
Reinforced Concrete Pier Caplinear ft.1751631200
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.280280000
Reinforced Concrete Slabsq. ft.4,0144,0011120
Wearing Surfacessq. ft.3,6403,640000