Share:

LA0130 over WEST TURKEY CREEK

Map

Coordinates:
+32.16378, -91.75722
32°09'50" N, 91°45'26" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:LA0130 over WEST TURKEY CREEK
Structure number:582101690102101
Location:58211690102101
Purpose:Carries highway over waterway
Route classification:Major Collector (Rural) [07]
Length of largest span:19.0 ft. [5.8 m]
Total length:38.1 ft. [11.6 m]
Roadway width between curbs:32.2 ft. [9.8 m]
Deck width edge-to-edge:32.5 ft. [9.9 m]
Owner:State Highway Agency [01]
Year built:1986
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:2
Main spans material:Concrete [1]
Main spans design:Slab [01]
Deck type:Concrete Cast-in-Place [1]

Latest Available Inspection: October 2015

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:1,810 [as of 2015]
Truck traffic:12% 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:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Better than present minimum criteria [7]
Channel protection:Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. [7]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Inventory rating:62.4 tons [56.7 metric tons]
Sufficiency rating:95.9

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
October 201595.9GoodVery GoodVery GoodVery Good-1810
October 201394.6GoodVery GoodVery GoodVery Good-2100
October 201195.7GoodVery GoodVery GoodVery Good-2000
October 200995.7GoodVery GoodVery GoodVery Good-2000
August 200795.2GoodGoodVery GoodVery Good-2400
May 200595.2GoodGoodVery GoodVery Good-2400
March 200395.0GoodGoodVery GoodVery Good-2600
January 200195.2GoodGoodVery GoodVery Good-2414
October 199894.4GoodGoodVery GoodVery Good-3111
October 199694.4GoodGoodVery GoodVery Good-3111
October 199495.5GoodGoodVery GoodVery Good-2179
September 199296.8GoodGoodVery GoodVery Good-1917
September 199096.8GoodGoodVery GoodVery Good-1917

Element Data

Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.
ElementUnitsQuantity1. Good2. Fair3. Poor4. Serious
Substructure
Timber Abutmentlinear ft.7171000
Steel Pileeach55000
Prestressed Concrete Pier Caplinear ft.9595000
Joints
Pourable Jointlinear ft.400400000
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.7676000
Deck
Reinforced Concrete Slabsq. ft.1,21601,21600