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WESTHAVEN BLVD over BCH LYNCH CR

Map 

Coordinates:
+32.30106, -90.27020
32°18'04" N, 90°16'13" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:WESTHAVEN BLVD over BCH LYNCH CR
Structure number:SA2500000000103
Location:SEC 2 T 5N R 1W
Purpose:Carries highway over waterway
Route classification:Collector (Urban) [17]
Length of largest span:40.0 ft. [12.2 m]
Total length:40.0 ft. [12.2 m]
Roadway width between curbs:27.9 ft. [8.5 m]
Deck width edge-to-edge:31.2 ft. [9.5 m]
Owner:City or Municipal Highway Agency [04]
Year built:2010
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Main span material:Concrete [1]
Main span 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:2,300 [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:Meets minimum tolerable limits to be left in place as is [4]
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:88.8 tons [80.7 metric tons]
Inventory rating:53.1 tons [48.3 metric tons]
Sufficiency rating:88.3

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
February 201588.3Not deficientVery GoodVery GoodVery Good2300
February 201388.3Not deficientVery GoodVery GoodVery Good2300
February 201188.3Not deficientVery GoodVery GoodVery Good2300
February 201019.4Structurally deficientGoodGoodCritical2300
January 200911.9Structurally deficientGoodGoodCritical2300
November 200711.9Structurally deficientGoodGoodCritical2300
January 200711.9Structurally deficientGoodGoodCritical2300
November 200511.9Structurally deficientGoodGoodCritical2300
January 200511.9Structurally deficientGoodGoodCritical2300
February 200411.9Structurally deficientGoodGoodCritical2300
January 200216.3Structurally deficientGoodGoodSerious2300
February 200055.2Functionally obsoleteGoodGoodSatisfactory1840
March 199855.2Functionally obsoleteGoodGoodSatisfactory1840
April 199655.2Functionally obsoleteGoodGoodSatisfactory1840