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LOCAL ROAD over MAGELLAN CANAL

Map

Coordinates:
+29.93591, -90.02164
29°56'09" N, 90°01'18" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts

Name:LOCAL ROAD over MAGELLAN CANAL
Structure number:023629562900131
Location:0.1 MI. N. OF WALL BLVD.
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Local (Urban) [19]
Length of largest span:19.0 ft. [5.8 m]
Total length:57.1 ft. [17.4 m]
Roadway width between curbs:24.3 ft. [7.4 m]
Deck width edge-to-edge:35.1 ft. [10.7 m]
Owner:City or Municipal Highway Agency [04]
Year built:1988
Historic significance:Historical significance is not determinable at this time [4]
Design load:MS 18 / HS 20 [5]
Number of main spans:3
Main spans material:Concrete [1]
Main spans design:Slab [01]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: December 2016

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:400 [as of 2016]
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Very Good [8 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 desirable criteria [8]
Channel protection:Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. [8]
Pier/abutment protection:Navigation protection not required [1]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:43.9 tons [39.9 metric tons]
Inventory rating:36.0 tons [32.7 metric tons]
Sufficiency rating:81.6

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
December 201681.6GoodGoodGoodVery Good-400
December 201480.8GoodGoodGoodVery Good-400
January 201380.8GoodGoodGoodVery Good-400
January 201180.8GoodGoodGoodVery Good-400
March 200980.8GoodGoodGoodVery Good-400
February 200776.5FairSatisfactoryVery GoodVery GoodSD400
April 200576.5FairSatisfactoryVery GoodVery GoodSD400
March 200376.5FairSatisfactoryVery GoodVery GoodSD400
June 200176.5FairSatisfactoryVery GoodVery GoodSD400
June 199976.5FairSatisfactoryVery GoodVery GoodSD400
June 199776.5FairSatisfactoryVery GoodVery GoodSD400
May 199579.0FairSatisfactoryVery GoodVery Good-400
May 199381.1FairSatisfactoryVery GoodVery Good-400
May 199181.1FairSatisfactoryVery GoodVery Good-400