SH 123 over Haw Creek


+35.68143, -93.24586
35°40'53" N, 93°14'45" W


Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:SH 123 over Haw Creek
Structure number:0000000000M1863
Location:6.36 M SW of Pope Co Line
Purpose:Carries highway over waterway
Route classification:Major Collector (Rural) [07]
Length of largest span:24.0 ft. [7.3 m]
Total length:65.9 ft. [20.1 m]
Roadway width between curbs:21.3 ft. [6.5 m]
Deck width edge-to-edge:22.3 ft. [6.8 m]
Skew angle:30°
Owner:State Highway Agency [01]
Year built:1932
Year reconstructed:1960
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:Steel continuous [4]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Corrugated Steel [6]
Wearing surface:Bituminous [6]

Latest Available Inspection: May 2017

Good/Fair/Poor Condition:Poor
Status:Posted for load [P]
Average daily traffic:100 [as of 2016]
Truck traffic:3% of total traffic
Deck condition:Poor [4 out of 9]
Superstructure condition:Poor [4 out of 9]
Substructure condition:Fair [5 out of 9]
Structural appraisal:Meets minimum tolerable limits to be left in place as is [4]
Deck geometry appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Water adequacy appraisal:Basically intolerable requiring high priority of corrrective action [3]
Roadway alignment appraisal:Basically intolerable requiring high priority of corrrective action [3]
Channel protection:Bank protection has failed. River control devices have been destroyed. Stream bed aggradation, degradation or lateral movement has changed the channel to now threaten the bridge and/or approach roadway. [3]
Pier/abutment protection:Navigation protection not required [1]
Scour condition:Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Sufficiency rating:35.2
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$66,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
May 2017PoorPoorPoorFair10035.2
May 2016PoorPoorPoorFair14024.1
October 2015PoorPoorPoorFair10035.2
October 2014PoorPoorPoorFair10035.2
October 2013PoorPoorPoorFair10035.2
December 2012PoorPoorPoorFair11046.4
December 2011PoorPoorPoorFair11048.3
December 2009PoorPoorPoorFair11048.3
December 2008PoorPoorPoorFair10058.9
October 2006PoorPoorPoorFair10058.2
November 2004PoorPoorPoorFair7058.2
October 2003PoorPoorPoorSatisfactory8058.1
October 2002PoorPoorPoorSatisfactory8058.1
October 2001PoorPoorPoorSatisfactory10058.1
April 2000PoorPoorPoorSatisfactory10058.1
May 1998GoodGoodVery GoodGood10094.1
June 1996GoodGoodVery GoodGood4094.2
June 1994GoodGoodVery GoodGood4074.5
May 1992GoodGoodVery GoodGood4074.5
June 1990GoodGoodVery GoodGood3174.5

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
Steel Girder/Beamlinear ft.72603603660
Steel Protective Coatingsq. ft.2,904001,5001,404
Masonry Pier Walllinear ft.5200520
Masonry Abutmentlinear ft.5205200
Corrugated or Orthotropic Decksq. ft.1,4080001,408
Wearing Surfacessq. ft.1,4081,00004080
Bridge Rail
Other Material Bridge Raillinear ft.132013200
Steel Protective Coatingsq. ft.396396000