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LA0015 over ASH SLOUGH

Map

Coordinates:
+32.22548, -91.73537
32°13'32" N, 91°44'07" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:LA0015 over ASH SLOUGH
Structure number:582100260704072
Location:58210260704072
Purpose:Carries highway over waterway
Route classification:Principal Arterial - Other (Rural) [02]
Length of largest span:20.0 ft. [6.1 m]
Total length:80.1 ft. [24.4 m]
Roadway width between curbs:40.0 ft. [12.2 m]
Deck width edge-to-edge:42.7 ft. [13.0 m]
Owner:State Highway Agency [01]
Year built:1988
Historic significance:Historical significance is not determinable at this time [4]
Design load:MS 18 / HS 20 [5]
Number of main spans:4
Main spans material:Concrete [1]
Main spans design:Slab [01]
Deck type:Concrete Cast-in-Place [1]

Latest Available Inspection: October 2016

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:6,420 [as of 2015]
Truck traffic:8% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Good [7 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 the assessed or calculated scour condition. [8]
Operating rating:95.8 tons [87.1 metric tons]
Inventory rating:57.9 tons [52.6 metric tons]
Sufficiency rating:99.4

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
October 201699.4GoodGoodGoodGood-6420
October 201499.5GoodGoodGoodGood-5880
January 201399.5GoodGoodGoodGood-5820
February 201199.4GoodGoodGoodGood-6660
February 200999.4GoodGoodGoodGood-6660
December 200699.3GoodVery GoodVery GoodVery Good-7380
September 200499.2GoodVery GoodVery GoodVery Good-8580
September 200299.0GoodVery GoodVery GoodVery Good-10800
July 200097.0GoodVery GoodVery GoodVery Good-10460
August 199897.7GoodVery GoodVery GoodVery Good-2963
September 199697.7GoodVery GoodVery GoodVery Good-2963
September 199497.8GoodVery GoodVery GoodVery Good-2963
September 199297.8GoodVery GoodVery GoodVery Good-2963
October 199097.8GoodVery GoodVery GoodVery Good-2963

Element Data

Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.
ElementUnitsQuantity1. Good2. Fair3. Poor4. Serious
Substructure
Reinforced Concrete Abutmentlinear ft.9696000
Prestressed Concrete Pileeach1212000
Reinforced Concrete Pier Caplinear ft.128128000
Joints
Pourable Jointlinear ft.199199000
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.160160000
Deck
Reinforced Concrete Slabsq. ft.3,4243,424000