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LOCAL ROAD over MAGELLAN CANAL

Map 

Coordinates:
+29.93596, -90.02281
29°56'09" N, 90°01'22" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:LOCAL ROAD over MAGELLAN CANAL
Structure number:023629562900141
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 2014 

Status:Open, no restriction [A]
Average daily traffic:400 [as of 2015]
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 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]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:43.6 tons [39.6 metric tons]
Inventory rating:35.6 tons [32.4 metric tons]
Sufficiency rating:80.8

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
December 201480.8Not deficientGoodGoodGood400
January 201380.8Not deficientGoodGoodGood400
January 201180.8Not deficientGoodGoodGood400
March 200980.8Not deficientGoodGoodGood400
February 200776.5Structurally deficientGoodSatisfactoryVery Good400
April 200576.5Structurally deficientGoodGoodVery Good400
March 200376.5Structurally deficientGoodGoodVery Good400
June 200176.5Structurally deficientGoodGoodVery Good400
June 199976.5Structurally deficientGoodGoodVery Good400
June 199776.5Structurally deficientGoodGoodVery Good400
May 199579.3Not deficientGoodGoodVery Good400
May 199381.4Not deficientGoodVery GoodVery Good400
May 199181.4Not deficientSatisfactoryVery GoodVery Good400