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LAVERNET RD over TRIB TOWN CR

Map 

Coordinates:
+32.32852, -90.21065
32°19'43" N, 90°12'38" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:LAVERNET RD over TRIB TOWN CR
Structure number:SA2500000000243
Location:SEC 29 T 6N R 1E
Purpose:Carries highway over waterway
Route classification:Local (Urban) [19]
Length of largest span:30.8 ft. [9.4 m]
Total length:68.9 ft. [21.0 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:2006
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:3
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 2016 

Status:Open, no restriction [A]
Average daily traffic:240 [as of 2014]
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:Equal to present minimum criteria [6]
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:68.8 tons [62.5 metric tons]
Inventory rating:41.4 tons [37.6 metric tons]
Sufficiency rating:100.0

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
February 2016100.0Not deficientVery GoodVery GoodVery Good240
February 2014100.0Not deficientVery GoodVery GoodVery Good240
February 2012100.0Not deficientExcellentExcellentExcellent240
February 2010100.0Not deficientExcellentExcellentExcellent240
November 2007100.0Not deficientExcellentExcellentExcellent360
January 2007100.0Not deficientExcellentExcellentExcellent400
December 200521.0Structurally deficient---400
December 200423.1Structurally deficientPoorPoorPoor400
February 200423.1Structurally deficientPoorPoorPoor400
February 200223.1Structurally deficientPoorPoorPoor400
December 200023.1Structurally deficientPoorPoorPoor380
February 200021.0Structurally deficientPoorPoorPoor380
February 199921.0Structurally deficientPoorPoorPoor380
March 199821.0Structurally deficientPoorSeriousPoor380
April 199621.0Structurally deficientPoorSeriousSerious380