SH 123 Newton over DAVIS CREEK


Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:SH 123 Newton over DAVIS CREEK
Structure number:000000000005150
Location:3.61 MI W JCT US 65
Purpose:Carries highway over waterway
Route classification:Major Collector (Rural) [07]
Length of largest span:35.1 ft. [10.7 m]
Total length:174.9 ft. [53.3 m]
Roadway width between curbs:24.0 ft. [7.3 m]
Deck width edge-to-edge:29.9 ft. [9.1 m]
Skew angle:45°
Owner:State Highway Agency [01]
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:5
Main spans material:Concrete [1]
Main spans design:Slab [01]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: October 2018

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:1,700 [as of 2014]
Truck traffic:1% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Good [7 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: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:66.5

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
October 2018FairSatisfactorySatisfactoryGood170066.5
October 2016FairSatisfactorySatisfactorySatisfactory170068.0
October 2014FairSatisfactorySatisfactorySatisfactory170068.0
November 2012FairSatisfactorySatisfactorySatisfactory160068.3
January 2011FairSatisfactorySatisfactorySatisfactory160068.3
January 2009FairSatisfactorySatisfactorySatisfactory160068.3
December 2006FairSatisfactorySatisfactorySatisfactory160054.1
December 2004FairSatisfactorySatisfactorySatisfactory150054.5
December 2002FairSatisfactorySatisfactorySatisfactory150054.3
December 2000FairSatisfactorySatisfactoryGood150053.3
December 1998FairSatisfactorySatisfactoryVery Good150053.3
December 1996FairSatisfactorySatisfactoryVery Good64063.2
November 1994FairSatisfactorySatisfactoryVery Good64062.1
November 1992FairSatisfactorySatisfactoryVery Good64062.1
October 1990FairSatisfactorySatisfactoryVery Good45063.8

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
Reinforced Concrete Columneach81700
Reinforced Concrete Abutmentlinear ft.10092710
Reinforced Concrete Pier Caplinear ft.16010213450
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.350350000
Reinforced Concrete Bridge Raillinear ft.7006420580
Reinforced Concrete Slabsq. ft.5,2504,981203660