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CO RD 19 over BRUSH CREEK

Map

Coordinates:
+32.81500, -88.03167
32°48'54" N, 88°01'54" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:CO RD 19 over BRUSH CREEK
Structure number:013292
Old structure number:0000001932005X0 (from 1992 edition)
Location:1.6 M N LIZZIEVILLE
Purpose:Carries highway over waterway
Route classification:Major Collector (Rural) [07]
Length of largest span:34.1 ft. [10.4 m]
Total length:500.0 ft. [152.4 m]
Roadway width between curbs:27.9 ft. [8.5 m]
Deck width edge-to-edge:30.8 ft. [9.4 m]
Owner:County Highway Agency [02]
Year built:1984
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:M 18 / H 20 [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: April 2018

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:840 [as of 1995]
Truck traffic:80% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Water adequacy appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
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]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Sufficiency rating:89.1
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$3,622,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
April 2018FairGoodGoodSatisfactory84089.1
March 2016FairGoodGoodSatisfactory84089.1
March 2014FairGoodGoodSatisfactory84089.1
March 2012FairGoodGoodSatisfactory84089.1
March 2010FairGoodGoodSatisfactory84089.1
March 2008FairGoodGoodSatisfactory84089.1
March 2006FairGoodGoodSatisfactory84089.1
January 2003PoorGoodGoodPoor84025.2
November 2000PoorSatisfactorySatisfactoryPoor84025.2
February 1999PoorSatisfactorySatisfactoryPoor84025.2
January 1997PoorSatisfactorySatisfactoryPoor84025.2
February 1995PoorSatisfactorySatisfactoryPoor84025.3
February 1993PoorSatisfactorySatisfactoryPoor80050.8
February 1991FairGoodGoodSatisfactory80089.2