Share:

A.G.WILLIAMSON RD over TRIB TO WESTVILLE CREEK

Map

Coordinates:
+31.87118, -89.89339
31°52'16" N, 89°53'36" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:A.G.WILLIAMSON RD over TRIB TO WESTVILLE CREEK
Structure number:SA6400000000145
Location:SEC 3 T10N R19W
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:18.0 ft. [5.5 m]
Total length:36.1 ft. [11.0 m]
Roadway width between curbs:22.0 ft. [6.7 m]
Deck width edge-to-edge:22.0 ft. [6.7 m]
Owner:County Highway Agency [02]
Year built:1997
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:2
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:40 [as of 2015]
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Basically intolerable requiring high priority of replacement [2]
Deck geometry appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Equal to present minimum criteria [6]
Channel protection:Bank protection is being eroded. River control devices and/or embankment have major damage. Trees and rush restrict the channel. [5]
Scour condition:Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Operating rating:11.0 tons [10.0 metric tons]
Inventory rating:7.9 tons [7.2 metric tons]
Sufficiency rating:53.8
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$156,000

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
September 201653.8FairSatisfactoryGoodSatisfactorySD40
September 201553.8FairSatisfactoryGoodSatisfactorySD40
September 201453.8FairSatisfactoryGoodSatisfactorySD40
September 201351.9FairSatisfactoryGoodSatisfactorySD40
September 201251.9FairSatisfactoryGoodSatisfactorySD40
September 201151.9FairSatisfactoryGoodSatisfactorySD40
September 201051.9FairSatisfactoryGoodSatisfactorySD40
September 200951.9FairSatisfactoryGoodSatisfactorySD40
September 200851.9FairSatisfactoryGoodSatisfactorySD40
September 200751.9FairSatisfactoryGoodSatisfactorySD40
October 200651.9FairSatisfactoryGoodSatisfactorySD40
November 200539.8FairSatisfactoryGoodFair-40
October 200439.8FairSatisfactoryGoodFair-40
January 200449.9FairSatisfactoryGoodGood-40
November 200149.8FairSatisfactoryGoodGood-40
December 200049.8GoodGoodGoodGood-40
December 199955.8GoodGoodGoodGood-40
January 199955.8GoodGoodGoodGood-40
February 199855.8GoodVery GoodVery GoodVery Good-40