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LOCAL ROAD over CANAL

Map

Coordinates:
+29.90105, -90.00493
29°54'04" N, 90°00'18" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:LOCAL ROAD over CANAL
Structure number:023629542900022
Location:1.2M EAST OF BEHRMAN HWY
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:132.9 ft. [40.5 m]
Roadway width between curbs:3.0 ft. [0.9 m]
Deck width edge-to-edge:36.1 ft. [11.0 m]
Skew angle:30°
Owner:City or Municipal Highway Agency [04]
Year built:1989
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:7
Main spans material:Concrete [1]
Main spans design:Slab [01]
Deck type:Concrete Precast Panels [2]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: December 2016

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:500 [as of 1989]
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:Basically intolerable requiring high priority of replacement [2]
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]
Pier/abutment protection:Navigation protection not required [1]
Scour condition:Bridge with "unknown" foundation that has not been evaluated for scour. [U]
Operating rating:43.9 tons [39.9 metric tons]
Inventory rating:36.0 tons [32.7 metric tons]
Sufficiency rating:80.9

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
December 201680.9GoodGoodGoodVery GoodFO500
December 201480.9GoodGoodGoodVery GoodFO500
January 201380.9GoodGoodGoodVery GoodFO500
January 201180.9GoodGoodGoodVery GoodFO500
March 200980.9GoodGoodVery GoodVery GoodFO500
February 2007100.0FairSatisfactoryVery GoodGood-500
April 2005100.0FairSatisfactoryVery GoodGood-500
July 2003100.0GoodGoodVery GoodGood-500
May 2001100.0GoodGoodVery GoodGood-500
January 2000100.0FairSatisfactoryVery GoodGood-500
June 1997100.0FairSatisfactoryVery GoodGood-500
May 1995100.0FairSatisfactoryVery GoodVery Good-500
May 1993100.0FairSatisfactoryVery GoodVery Good-500
August 1991100.0FairSatisfactoryVery GoodVery Good-500

Element Data

Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.
ElementUnitsQuantity1. Good2. Fair3. Poor4. Serious
Substructure
Reinforced Concrete Abutmentlinear ft.5050000
Reinforced Concrete Pileeach4242000
Reinforced Concrete Pier Caplinear ft.228228000
Joints
Pourable Jointlinear ft.30417912500
Bearings
Elastomeric Bearingeach88000
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.264264000
Deck
Reinforced Concrete Slabsq. ft.5,01605,01600