4166C over DRY CREEK


+35.73808, -96.76496
35°44'17" N, 96°45'54" W


Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:4166C over DRY CREEK
Structure number:014050000000000
Location:2.2N OF DAVENPORT
Purpose:Carries highway over waterway
Route classification:Major Collector (Rural) [07]
Length of largest span:125.0 ft. [38.1 m]
Total length:125.0 ft. [38.1 m]
Roadway width between curbs:20.0 ft. [6.1 m]
Deck width edge-to-edge:23.6 ft. [7.2 m]
Vertical clearance above deck:16.4 ft. [5.0 m]
Owner:County Highway Agency [02]
Year built:1924
Historic significance:Historical significance is not determinable at this time [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: January 2017

Good/Fair/Poor Condition:Fair
Status:Posted for load [P]
Average daily traffic:75 [as of 2016]
Truck traffic:15% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Fair [5 out of 9]
Substructure condition:Fair [5 out of 9]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Water adequacy appraisal:Better than present minimum criteria [7]
Roadway alignment appraisal:Equal to present desirable criteria [8]
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:65.3
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$572,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
January 2017FairSatisfactoryFairFair7565.3
January 2015FairSatisfactoryFairFair7536.7
January 2013FairSatisfactoryFairFair7536.7
January 2011FairSatisfactoryFairFair7536.7
October 2008FairSatisfactoryFairFair7536.7
October 2006FairSatisfactoryFairFair7536.7
September 2004FairSatisfactoryFairFair7536.7
September 2002FairSatisfactoryFairFair7536.7
October 2000FairSatisfactorySatisfactoryFair7536.7
October 1998FairSatisfactorySatisfactoryFair7540.4
January 1997FairSatisfactorySatisfactorySatisfactory7542.5
January 1995FairGoodSatisfactoryFair10045.0
February 1993FairGoodSatisfactoryFair10045.0
May 1992FairGoodSatisfactoryFair10044.0