US 19- US 129 / SR over BOGGS CREEK


+34.67622, -83.90176
34°40'34" N, 83°54'06" W


Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:US 19- US 129 / SR over BOGGS CREEK
Structure number:000000018700070
Purpose:Carries highway over waterway
Route classification:Principal Arterial - Other (Rural) [02]
Length of largest span:25.9 ft. [7.9 m]
Total length:78.1 ft. [23.8 m]
Roadway width between curbs:25.9 ft. [7.9 m]
Deck width edge-to-edge:31.8 ft. [9.7 m]
Skew angle:29°
Owner:State Highway Agency [01]
Year built:1929
Year reconstructed:1949
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:3
Main spans material:Concrete [1]
Main spans design:Tee beam [04]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: December 2017

Good/Fair/Poor Condition:Poor
Status:Open, no restriction [A]
Average daily traffic:2,440 [as of 2012]
Truck traffic:8% of total traffic
Deck condition:Poor [4 out of 9]
Superstructure condition:Poor [4 out of 9]
Substructure condition:Poor [4 out of 9]
Structural appraisal:Meets minimum tolerable limits to be left in place as is [4]
Deck geometry appraisal:Basically intolerable requiring high priority of corrrective action [3]
Water adequacy appraisal:Equal to present minimum criteria [6]
Roadway alignment appraisal:Equal to present minimum criteria [6]
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:34.8
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$457,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
December 2017PoorPoorPoorPoor244034.8
December 2015PoorPoorPoorPoor244034.8
December 2013PoorPoorPoorPoor244034.8
November 2011FairFairFairFair242051.3
December 2009FairFairFairFair243051.3
December 2007FairFairFairFair243051.3
November 2005FairFairFairFair157054.9
December 2003FairFairFairFair260051.0
December 2001FairFairFairFair270050.8
February 2000FairFairFairFair250050.9
January 1998FairFairFairFair240049.4
October 1995FairFairFairFair218050.8
November 1993FairFairFairFair218050.8
December 1991FairFairFairFair218050.8

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
Reinforced Concrete Girder/Beamlinear ft.390262241400
Reinforced Concrete Top Flangesq. ft.2,49601,5759210
Wearing Surfacessq. ft.2,028761,8001520
Reinforced Concrete Columneach100640
Reinforced Concrete Abutmentlinear ft.64501220
Reinforced Concrete Pier Caplinear ft.52321460
Pourable Jointlinear ft.104001040
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.15619113240