C.R.43 ZONE E-4.51 over MILL CREEK


+33.28353, -93.92219
33°17'01" N, 93°55'20" W


Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:C.R.43 ZONE E-4.51 over MILL CREEK
Structure number:000000000015075
Location:1.5 M W JCT US 71
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:15.1 ft. [4.6 m]
Total length:29.9 ft. [9.1 m]
Roadway width between curbs:17.1 ft. [5.2 m]
Deck width edge-to-edge:18.0 ft. [5.5 m]
Owner:County Highway Agency [02]
Year built:1965
Historic significance:Historical significance is not determinable at this time [4]
Number of main spans:2
Main spans material:Concrete [1]
Main spans design:Channel beam [22]
Deck type:Concrete Precast Panels [2]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: August 2016

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:317 [as of 1987]
Truck traffic:1% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Basically intolerable requiring high priority of replacement [2]
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 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 assessed or calculated scour condition. [5]
Sufficiency rating:78.9
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$213,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
August 2016FairSatisfactorySatisfactorySatisfactory31778.9
August 2015FairSatisfactorySatisfactorySatisfactory31748.4
August 2014FairSatisfactorySatisfactorySatisfactory31748.4
August 2013FairSatisfactorySatisfactorySatisfactory31748.4
December 2012FairSatisfactorySatisfactorySatisfactory31748.4
March 2011FairSatisfactorySatisfactorySatisfactory31748.4
May 2009FairSatisfactorySatisfactorySatisfactory31748.4
June 2008FairSatisfactorySatisfactorySatisfactory31748.4
May 2007FairSatisfactorySatisfactorySatisfactory31748.4
June 2006FairSatisfactorySatisfactorySatisfactory31748.4
April 2005FairSatisfactorySatisfactorySatisfactory31748.4
February 2005PoorSatisfactorySatisfactorySerious31718.1
November 2003PoorSatisfactorySatisfactoryPoor31721.8
July 2002PoorSatisfactorySatisfactoryPoor31721.8
May 2001PoorSatisfactorySatisfactoryPoor31721.8
April 2000PoorSatisfactorySatisfactoryPoor31721.8
November 1998PoorFairFairPoor31720.7
September 1997PoorFairFairPoor31716.7
August 1996PoorFairFairPoor31716.7
June 1995PoorFairFairPoor31716.7
May 1994PoorFairFairPoor31716.7
June 1993PoorFairFairPoor31716.7
August 1992PoorFairFairPoor31716.7
September 1991PoorFairFairPoor31716.7