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LOCAL ROAD over DAWSON CREEK

Map

Coordinates:
+30.40000, -91.12830
30°23'60" N, 91°07'42" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:LOCAL ROAD over DAWSON CREEK
Structure number:611730240910771
Location:QUAIL DR.
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:19.0 ft. [5.8 m]
Total length:113.9 ft. [34.7 m]
Roadway width between curbs:34.1 ft. [10.4 m]
Deck width edge-to-edge:35.1 ft. [10.7 m]
Skew angle:60°
Owner:County Highway Agency [02]
Year built:1984
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:6
Main spans material:Concrete [1]
Main spans design:Slab [01]
Deck type:Concrete Cast-in-Place [1]

Latest Available Inspection: November 2017

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:200 [as of 1980]
Deck condition:Good [7 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: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 the assessed or calculated scour condition. [8]
Sufficiency rating:98.0

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
November 2017GoodGoodVery GoodVery Good20098.0
November 2015GoodGoodVery GoodVery Good20098.0
November 2013GoodGoodVery GoodVery Good20098.0
November 2011GoodGoodVery GoodVery Good20098.0
December 2009GoodGoodVery GoodVery Good20098.0
December 2007GoodGoodVery GoodVery Good20098.0
January 2006GoodGoodVery GoodVery Good20098.0
March 2004GoodGoodVery GoodVery Good20087.5
April 2002GoodVery GoodVery GoodVery Good20087.5
May 2000GoodVery GoodVery GoodVery Good20087.5
June 1998GoodVery GoodVery GoodVery Good20089.5
May 1996GoodGoodVery GoodVery Good20089.5
August 1993GoodGoodVery GoodVery Good20089.0
June 1991GoodVery GoodVery GoodVery Good20089.0

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Substructure
Timber Abutmentlinear ft.1241000240
Reinforced Concrete Pileeach2828000
Reinforced Concrete Pier Caplinear ft.280280000
Joints
Pourable Jointlinear ft.266026600
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.228228000
Deck
Reinforced Concrete Slabsq. ft.3,8763,871500
Wearing Surfacessq. ft.3,6483,6232500