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CO RD 69 over MCCONNICO CREEK

Map

Coordinates:
+32.64000, -87.92333
32°38'24" N, 87°55'24" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:CO RD 69 over MCCONNICO CREEK
Structure number:005106
Old structure number:0000000432014Z0 (from 1992 edition)
Location:2.5 MI W FORKLAND
Purpose:Carries highway over waterway
Route classification:Minor Collector (Rural) [08]
Length of largest span:19.0 ft. [5.8 m]
Total length:151.9 ft. [46.3 m]
Roadway width between curbs:22.0 ft. [6.7 m]
Deck width edge-to-edge:24.0 ft. [7.3 m]
Owner:County Highway Agency [02]
Year built:1955
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:M 13.5 / H 15 [2]
Number of main spans:8
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: July 2017

Good/Fair/Poor Condition:Poor
Status:Posted for load [P]
Average daily traffic:262 [as of 1995]
Truck traffic:25% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Serious [3 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:Equal to present minimum criteria [6]
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]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Sufficiency rating:21.9
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$1,019,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
July 2017PoorSatisfactorySeriousFair26221.9
January 2016PoorSatisfactorySeriousFair26221.9
February 2014FairSatisfactoryFairFair26239.2
February 2012FairSatisfactorySatisfactoryFair26271.7
February 2010FairSatisfactorySatisfactoryFair26271.7
February 2008FairSatisfactorySatisfactoryFair26271.7
March 2006FairSatisfactorySatisfactoryFair26271.7
January 2003FairSatisfactorySatisfactoryFair26271.7
December 2000FairSatisfactorySatisfactoryFair26271.7
February 1999FairSatisfactorySatisfactoryFair26271.7
February 1997FairSatisfactorySatisfactoryFair26271.7
February 1995FairSatisfactorySatisfactoryFair26271.6
February 1993FairSatisfactorySatisfactoryFair25070.7
February 1991FairSatisfactorySatisfactoryFair25058.1