Share:

SR 605 over INDUSTRIAL WATERWAY

Map

Coordinates:
+30.42279, -89.03196
30°25'22" N, 89°01'55" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:SR 605 over INDUSTRIAL WATERWAY
Structure number:310060502400350
Location:3.5 MI N US 90
Purpose:Carries highway over waterway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:164.1 ft. [50.0 m]
Total length:1393.4 ft. [424.7 m]
Roadway width between curbs:74.8 ft. [22.8 m]
Deck width edge-to-edge:99.4 ft. [30.3 m]
Vertical clearance below bridge:39.4 ft. [12.0 m]
Owner:State Highway Agency [01]
Year built:2002
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:Steel [3]
Main spans design:Movable - Bascule [16]
Deck type:Concrete Cast-in-Place [1]

Latest Available Inspection: May 2017

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:33,000 [as of 2016]
Truck traffic:4% of total traffic
Deck condition:Satisfactory [6 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:Superior to present desirable criteria [9]
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:In place and functioning [2]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Sufficiency rating:77.0

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
May 2017FairSatisfactoryGoodVery Good3300077.0
May 2015FairSatisfactoryGoodVery Good3300077.0
May 2013GoodGoodGoodVery Good3300077.0
May 2011GoodGoodVery GoodVery Good2600077.0
June 2009FairSatisfactoryVery GoodVery Good3100080.0
July 2008GoodGoodVery GoodVery Good3100080.0
November 2007GoodVery GoodVery GoodVery Good2500080.0
February 2006GoodVery GoodVery GoodVery Good2000080.0
July 2004GoodVery GoodVery GoodVery Good2000080.0
May 2003GoodVery GoodVery GoodVery Good2000080.0
October 2002GoodVery GoodVery GoodVery Good2000080.0

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Girder/Beamlinear ft.4,1944,1583600
Steel Protective Coatingsq. ft.91,65185,6516,00000
Prestressed Concrete Girder/Beamlinear ft.11,42011,415320
Steel Stringerlinear ft.6,1466,146000
Steel Protective Coatingsq. ft.30,60718,10712,50000
Deck
Reinforced Concrete Decksq. ft.119,996105,01414,98200
Superstructure
Steel Floor Beamlinear ft.9769530230
Steel Protective Coatingsq. ft.19,30817,7881,500020
Substructure
Reinforced Concrete Pier Walllinear ft.2131773510
Concrete Protective Coatingsq. ft.48,21248,208004
Reinforced Concrete Abutmentlinear ft.2762185800
Concrete Protective Coatingsq. ft.400400000
Prestressed Concrete Pileeach310306220
Concrete Protective Coatingsq. ft.22,49722,492005
Prestressed Concrete Pier Caplinear ft.902899210
Concrete Protective Coatingsq. ft.18,64918,644005
Deck
Open Grid Decksq. ft.11,61111,114044750
Joints
Pourable Jointlinear ft.39819800200
Assembly with Sealeach150150000
Assembly without Seal Jointlinear ft.224224000
Bearings
Elastomeric Bearingeach234234000
Movable Bearingeach2424000
Fixed Bearingeach2424000
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.3,1813,1612000
Steel Protective Coatingsq. ft.22,83222,832000