+36.38956, -95.82121
36°23'22" N, 95°49'16" W


Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:OLD U.S. 169 over HORSE PEN CREEK
Structure number:032260000000000
Location:OLD U S 169 1.5 MI N 20
Purpose:Carries highway over waterway
Route classification:Major Collector (Rural) [07]
Length of largest span:96.1 ft. [29.3 m]
Total length:244.4 ft. [74.5 m]
Roadway width between curbs:22.0 ft. [6.7 m]
Deck width edge-to-edge:23.0 ft. [7.0 m]
Vertical clearance above deck:15.7 ft. [4.8 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 2018

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:Poor [4 out of 9]
Superstructure condition:Poor [4 out of 9]
Substructure condition:Fair [5 out of 9]
Structural appraisal:Basically intolerable requiring high priority of replacement [2]
Deck geometry appraisal:Meets minimum tolerable limits to be left in place as is [4]
Water adequacy appraisal:Meets minimum tolerable limits to be left in place as is [4]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Bank protection is being eroded. River control devices and/or embankment have major damage. Trees and rush restrict the channel. [5]
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:20.2
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$797,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
July 2018PoorPoorPoorFair40020.2
July 2017PoorPoorPoorFair40020.2
July 2016PoorPoorSeriousPoor40020.2
July 2015PoorPoorSeriousPoor40020.2
July 2014PoorPoorSeriousPoor40020.2
July 2013PoorPoorSeriousPoor40020.2
August 2011PoorPoorFairFair40044.9
August 2009PoorPoorPoorFair40033.3
August 2008PoorPoorPoorFair40033.3
June 2007PoorPoorPoorFair40033.3
June 2006PoorPoorPoorFair40033.1
May 2005PoorPoorPoorFair40033.1
September 2004PoorPoorPoorFair40033.1
October 2003PoorPoorFairFair40049.2
August 2002PoorPoorFairFair40049.2
September 2001PoorPoorFairFair40049.2
April 1999FairFairSatisfactoryFair40040.9
May 1997FairFairSatisfactoryFair685024.6
September 1996PoorFairSatisfactoryPoor68509.6
May 1995FairFairSatisfactoryFair630030.7
December 1994PoorPoorPoorFair630014.7
October 1993PoorPoorPoorFair630014.7
August 1992PoorPoorPoorFair740014.7