OLD U.S. 169 over CREEK


+36.39566, -95.79926
36°23'44" N, 95°47'57" W


Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:OLD U.S. 169 over CREEK
Structure number:032370000000000
Location:OLD US 169 2.9MI N SH 20
Purpose:Carries highway over waterway
Route classification:Major Collector (Rural) [07]
Length of largest span:80.1 ft. [24.4 m]
Total length:443.9 ft. [135.3 m]
Roadway width between curbs:22.0 ft. [6.7 m]
Deck width edge-to-edge:23.0 ft. [7.0 m]
Owner:County Highway Agency [02]
Year built:1930
Historic significance:Historical significance is not determinable at this time [4]
Design load:M 18 / H 20 [4]
Main span material:Steel [3]
Main span design:Truss - Thru [10]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: July 2017

Good/Fair/Poor Condition:Poor
Status:Posted for load [P]
Average daily traffic:400 [as of 2016]
Truck traffic:16% of total traffic
Deck condition:Fair [5 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:Meets minimum tolerable limits to be left in place as is [4]
Water adequacy appraisal:Better than present minimum criteria [7]
Roadway alignment appraisal:Equal to present minimum criteria [6]
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:37.3
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$1,101,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
July 2017PoorFairPoorFair40037.3
July 2015PoorFairSeriousFair40022.8
July 2014PoorFairPoorFair40037.3
July 2013PoorFairPoorFair40037.3
August 2012FairFairFairFair40045.4
August 2011FairFairFairFair40045.4
November 2009FairFairFairSatisfactory40044.4
August 2008FairFairFairFair40044.4
June 2007FairFairFairFair40046.4
May 2006FairFairFairFair40046.2
May 2005FairFairFairFair40046.2
September 2004PoorFairPoorFair40036.1
October 2003FairFairSatisfactorySatisfactory40056.2
August 2002FairFairSatisfactorySatisfactory40057.2
September 2001FairFairSatisfactorySatisfactory40057.2
April 1999FairFairSatisfactorySatisfactory40047.6
May 1997FairFairSatisfactorySatisfactory685035.6
September 1996FairFairSatisfactorySatisfactory685035.6
May 1995FairFairSatisfactorySatisfactory630042.7
December 1994PoorPoorPoorFair630014.7
October 1993PoorPoorPoorFair630014.7
August 1992PoorPoorPoorFair740014.7