5624C over HONEY CREEK


+35.55197, -96.04282
35°33'07" N, 96°02'34" W


Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:5624C over HONEY CREEK
Structure number:020810000000000
Old structure number:56E1010N3910005 (from 1992 edition)
Location:.5 MI E OF 5648C
Purpose:Carries highway over waterway
Route classification:Major Collector (Rural) [07]
Length of largest span:47.9 ft. [14.6 m]
Total length:52.8 ft. [16.1 m]
Roadway width between curbs:17.4 ft. [5.3 m]
Deck width edge-to-edge:20.7 ft. [6.3 m]
Owner:County Highway Agency [02]
Year built:1928
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Main span material:Steel [3]
Main span design:Truss - Thru [10]
Deck type:Wood or Timber [8]
Wearing surface:Wood or Timber [7]

Latest Available Inspection: November 2016

Good/Fair/Poor Condition:Poor
Status:Open, temporary structure in place to carry legal loads [E]
Average daily traffic:100 [as of 2015]
Truck traffic:15% of total traffic
Deck condition:Fair [5 out of 9]
Superstructure condition:Critical [2 out of 9]
Substructure condition:Critical [2 out of 9]
Structural appraisal:Basically intolerable requiring high priority of replacement [2]
Deck geometry appraisal:Basically intolerable requiring high priority of corrrective action [3]
Water adequacy appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Roadway alignment appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Channel protection:Bank and embankment protection is severely undermined. River control devices have severe damage. Large deposits of debris are in the channel. [4]
Pier/abutment protection:Navigation protection not required [1]
Scour condition:Bridge foundations determined to be stable for assessed or calculated scour conditions; field review indicates action is required. [4]
Sufficiency rating:28.8
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$350,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
November 2016PoorFairCriticalCritical10028.8
February 2016PoorFairCriticalCritical10028.8
February 2013PoorFairCriticalCritical10028.8
March 2012PoorFairPoorPoor10028.8
January 2011PoorFairPoorPoor10028.8
October 2009PoorFairPoorFair10034.4
December 2006PoorFairPoorFair10034.4
March 2005PoorFairPoorFair10034.4
March 2003FairSatisfactoryFairFair10042.4
December 2000PoorSatisfactoryFairPoor10035.4
December 1998Poor-SatisfactoryPoor10039.9
November 1996FairGoodSatisfactorySatisfactory10056.9
December 1994FairGoodFairSatisfactory10047.6
February 1993FairSatisfactoryFairFair10046.6
February 1991PoorGoodGoodPoor10044.2