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GERTRUDE ST over CANEY CR

Map 

Coordinates:
+32.27958, -90.26964
32°16'46" N, 90°16'11" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:GERTRUDE ST over CANEY CR
Structure number:SA2500000000137
Location:SEC 14 T 5N R 1W
Purpose:Carries highway over waterway
Route classification:Local (Urban) [19]
Length of largest span:19.0 ft. [5.8 m]
Total length:75.8 ft. [23.1 m]
Roadway width between curbs:26.6 ft. [8.1 m]
Deck width edge-to-edge:27.9 ft. [8.5 m]
Skew angle:30°
Owner:City or Municipal Highway Agency [04]
Year built:1998
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Number of main spans:4
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: February 2015 

Status:Open, no restriction [A]
Average daily traffic:220 [as of 2013]
Truck traffic:8% of total traffic
Deck condition:Very Good [8 out of 9]
Superstructure condition:Very Good [8 out of 9]
Substructure condition:Very Good [8 out of 9]
Structural appraisal:Equal to present desirable criteria [8]
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 assessed or calculated scour condition. [5]
Operating rating:98.3 tons [89.4 metric tons]
Inventory rating:58.9 tons [53.5 metric tons]
Sufficiency rating:99.0

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
February 201599.0Not deficientVery GoodVery GoodVery Good220
February 201399.0Not deficientVery GoodVery GoodVery Good220
February 201199.0Not deficientVery GoodVery GoodVery Good220
February 201099.0Not deficientExcellentExcellentExcellent220
November 200799.0Not deficientExcellentExcellentExcellent220
November 200599.0Not deficientExcellentExcellentExcellent220
February 200499.0Not deficientExcellentExcellentExcellent220
January 200299.0Not deficientExcellentExcellentExcellent220
February 200099.0Not deficientExcellentExcellentExcellent200
February 199999.0Not deficientExcellentExcellentExcellent200
March 199816.2Structurally deficientSeriousPoorPoor200
April 199616.2Structurally deficientSeriousFairPoor200