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US 82 over DRAINAGE CANAL

Map

Coordinates:
+33.33557, -91.10465
33°20'08" N, 91°06'17" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:US 82 over DRAINAGE CANAL
Structure number:21000820760044B
Location:5.4 MI W SR 1
Purpose:Carries highway over waterway
Route classification:Principal Arterial - Other (Rural) [02]
Length of largest span:40.0 ft. [12.2 m]
Total length:123.0 ft. [37.5 m]
Roadway width between curbs:38.4 ft. [11.7 m]
Deck width edge-to-edge:41.7 ft. [12.7 m]
Skew angle:53°
Owner:State Highway Agency [01]
Year built:1975
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:Prestressed concrete continuous [6]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]

Latest Available Inspection: November 2015

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:3,650 [as of 2012]
Truck traffic:8% 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:Better than present minimum criteria [7]
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:64.1 tons [58.3 metric tons]
Inventory rating:55.1 tons [50.1 metric tons]
Sufficiency rating:92.6

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
November 201592.6FairSatisfactoryGoodVery Good-3650
November 201392.6GoodVery GoodGoodVery Good-7300
November 201192.7GoodVery GoodVery GoodVery Good-6200
January 201092.7GoodVery GoodVery GoodVery Good-6200
December 200792.7GoodVery GoodVery GoodVery Good-6000
December 200592.5GoodVery GoodVery GoodVery Good-11000
July 200392.5GoodVery GoodVery GoodVery Good-10000
July 200192.8GoodVery GoodVery GoodVery Good-5000
July 199992.6GoodVery GoodVery GoodVery Good-4050
July 199792.6GoodVery GoodVery GoodVery Good-4050
July 199592.7GoodVery GoodVery GoodVery Good-3800
August 199392.8GoodVery GoodVery GoodVery Good-2610
July 199192.8GoodVery GoodVery GoodVery Good-2995
August 198992.6GoodVery GoodVery GoodVery Good-5090

Element Data

Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.
ElementUnitsQuantity1. Good2. Fair3. Poor4. Serious
Superstructure
Prestressed Concrete Girder/Beamlinear ft.708708000
Deck
Reinforced Concrete Decksq. ft.4,91702,4582,4590
Substructure
Reinforced Concrete Abutmentlinear ft.199199000
Prestressed Concrete Pileeach1212000
Reinforced Concrete Pier Caplinear ft.135135000
Joints
Pourable Jointlinear ft.127000127
Bearings
Elastomeric Bearingeach2424000
Movable Bearingeach1201200
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.246246000