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COUNTY RD 828 over DRAIN DTCH

This bridge is no longer in the current National Bridge Inventory database, and has likely been demolished or abandoned.

Map

Coordinates:
+36.81761, -89.61341
36°49'03" N, 89°36'48" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:COUNTY RD 828 over DRAIN DTCH
Structure number:12374
Old structure number:0080008 072 (from 1992 edition)
Location:S 11 T 25 N R 13 E
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:24.9 ft. [7.6 m]
Total length:55.1 ft. [16.8 m]
Roadway width between curbs:16.4 ft. [5.0 m]
Deck width edge-to-edge:16.4 ft. [5.0 m]
Owner:County Highway Agency [02]
Year built:1975
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:M 9 / H 10 [1]
Number of main spans:3
Main spans material:Steel [3]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Wood or Timber [8]
Wearing surface:Bituminous [6]

Latest Available Inspection: November 2014

Good/Fair/Poor Condition:Poor
Status:Posted for load [P]
Average daily traffic:15 [as of 2012]
Truck traffic:10% of total traffic
Deck condition:Fair [5 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Poor [4 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:Better than present minimum criteria [7]
Roadway alignment appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Channel protection:Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. [7]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Sufficiency rating:23.7
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$262,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
November 2014PoorFairSatisfactoryPoor1523.7
November 2012PoorFairSatisfactoryPoor1542.7
November 2010FairGoodSatisfactoryFair1559.7
March 2009FairGoodSatisfactoryFair1559.7
December 2006FairGoodSatisfactoryFair1559.7
December 2004FairGoodSatisfactoryFair1559.7
November 2002FairGoodGoodSatisfactory1571.7
December 2000FairSatisfactoryGoodSatisfactory1571.7
November 1998FairSatisfactoryGoodSatisfactory1571.7
December 1990FairSatisfactoryGoodFair1556.3