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COX ROAD over BRANCH OF DOBBS CREEK

Map

Coordinates:
+32.04233, -89.95281
32°02'32" N, 89°57'10" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:COX ROAD over BRANCH OF DOBBS CREEK
Structure number:SA6400000000064
Location:SEC 1 T 2N R 3E B
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:17.1 ft. [5.2 m]
Total length:50.9 ft. [15.5 m]
Roadway width between curbs:14.8 ft. [4.5 m]
Deck width edge-to-edge:16.7 ft. [5.1 m]
Owner:County Highway Agency [02]
Year built:1991
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:Wood or timber [7]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Wood or Timber [8]
Wearing surface:Wood or Timber [7]

Latest Available Inspection: September 2016

Good/Fair/Poor Condition:Fair
Status:Posted for load [P]
Average daily traffic:100 [as of 2015]
Deck condition:Fair [5 out of 9]
Superstructure condition:Fair [5 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Basically intolerable requiring high priority of replacement [2]
Deck geometry appraisal:Equal to present minimum criteria [6]
Water adequacy appraisal:Better than present minimum criteria [7]
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 assessed or calculated scour condition. [5]
Operating rating:8.5 tons [7.7 metric tons]
Inventory rating:6.4 tons [5.8 metric tons]
Sufficiency rating:27.6
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$175,000

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
September 201627.6FairFairFairSatisfactorySD100
September 201528.6FairSatisfactoryFairSatisfactorySD100
September 201428.6FairSatisfactoryFairSatisfactorySD100
September 201338.7FairSatisfactorySatisfactorySatisfactorySD100
September 201238.7FairSatisfactorySatisfactorySatisfactorySD100
September 201138.7FairSatisfactorySatisfactorySatisfactorySD100
September 201038.7FairSatisfactorySatisfactorySatisfactorySD100
September 200938.7FairSatisfactorySatisfactorySatisfactorySD100
September 200826.5FairFairFairFairSD100
September 200727.2PoorFairFairPoorSD100
October 200627.2PoorFairFairPoorSD100
November 200525.1PoorPoorFairPoorSD100
October 200427.2PoorFairFairPoorSD100
January 200428.2PoorSatisfactoryFairPoorSD100
November 200128.2PoorSatisfactoryFairPoorSD100
December 200039.7FairSatisfactorySatisfactorySatisfactorySD100
December 199939.7FairSatisfactorySatisfactorySatisfactory-100
January 199939.7FairSatisfactorySatisfactorySatisfactory-100
February 199844.9GoodGoodGoodGood-100
January 199645.4GoodVery GoodVery GoodGood-100