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LOCAL ROAD over 17TH STREET CANAL

Map 

Coordinates:
+30.00014, -90.12356
30°00'01" N, 90°07'25" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:LOCAL ROAD over 17TH STREET CANAL
Structure number:022630000900742
Location:.2 MI E. OF LAKE AVENUE
Purpose:Carries highway over waterway
Route classification:Principal Arterial - Other (Rural) [02]
Length of largest span:45.9 ft. [14.0 m]
Total length:233.0 ft. [71.0 m]
Roadway width between curbs:47.9 ft. [14.6 m]
Deck width edge-to-edge:59.1 ft. [18.0 m]
Owner:County Highway Agency [02]
Year built:1997
Historic significance:Historical significance is not determinable at this time [4]
Design load:MS 18 / HS 20 [5]
Number of main spans:5
Main spans material:Prestressed concrete [5]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: May 2015 

Status:Open, no restriction [A]
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]
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:99.0

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
May 201599.0Not deficientGoodGoodVery Good-
May 201399.0Not deficientGoodGoodVery Good-
June 201199.0Not deficientGoodGoodVery Good-
May 200999.0Not deficientVery Good-Very Good-
April 200799.0Not deficientGoodVery GoodVery Good-
June 200599.0Not deficientGoodVery GoodVery Good-
July 200399.0Not deficientVery GoodVery GoodVery Good-
September 200199.0Not deficientVery GoodVery GoodVery Good-
June 199999.0Not deficientVery GoodVery GoodVery Good-
October 199799.0Not deficientVery GoodVery GoodVery Good-
April 199580.0Functionally obsoleteSatisfactoryFairSatisfactory-
March 199379.0Functionally obsoleteFairFairSatisfactory-
April 199177.0Functionally obsoleteFairFairSatisfactory-