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LOCAL ROAD over MAGELLAN CANAL

Map

Coordinates:
+29.93591, -90.02164
29°56'09" N, 90°01'18" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
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

Element Data

Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.
ElementUnitsQuantity1. Good2. Fair3. Poor4. Serious
Deck
Reinforced Concrete Decksq. ft.1,93801,93800
Substructure
Reinforced Concrete Abutmentlinear ft.6868000
Reinforced Concrete Pileeach88000
Reinforced Concrete Pier Caplinear ft.6868000
Joints
Pourable Jointlinear ft.136587800
Bridge Rail
Other Material Bridge Raillinear ft.114011400