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JAMES LANE over TRIB TO BAHALA CREEK

Map

Coordinates:
+31.79929, -90.37125
31°47'57" N, 90°22'16" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts

Name:JAMES LANE over TRIB TO BAHALA CREEK
Structure number:SA1500000000174
Location:SEC 35 T10N R 8E B
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:19.0 ft. [5.8 m]
Total length:57.1 ft. [17.4 m]
Roadway width between curbs:23.3 ft. [7.1 m]
Deck width edge-to-edge:24.6 ft. [7.5 m]
Owner:County Highway Agency [02]
Year built:2007
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:3
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: November 2015

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:80 [as of 2014]
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Better than present minimum criteria [7]
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 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 with "unknown" foundation that has not been evaluated for scour. [U]
Operating rating:64.9 tons [59.0 metric tons]
Inventory rating:38.8 tons [35.3 metric tons]
Sufficiency rating:96.9
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$208,000

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
November 201596.9GoodGoodGoodGood-80
November 201396.9GoodGoodGoodGood-80
November 201176.5GoodGoodGoodGood-80
October 200976.5GoodVery GoodVery GoodVery Good-80
October 200776.5GoodVery GoodVery GoodVery Good-80
December 200649.4FairSatisfactoryGoodSatisfactorySD80
December 200549.4FairSatisfactoryGoodSatisfactorySD80
October 200449.4FairSatisfactoryGoodSatisfactoryFO80
January 200449.4FairSatisfactoryGoodSatisfactoryFO80
December 200149.4FairSatisfactoryGoodSatisfactory-80
January 200149.4GoodGoodGoodGood-80
December 199949.5GoodVery GoodVery GoodVery Good-80
February 199949.5GoodVery GoodVery GoodVery Good-80
February 199849.5GoodVery GoodVery GoodVery Good-80
February 199749.5GoodVery GoodVery GoodVery Good-80