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I 55 W FRT RD over HANGING MOSS CREEK

Map

Coordinates:
+32.36612, -90.15025
32°21'58" N, 90°09'01" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:I 55 W FRT RD over HANGING MOSS CREEK
Structure number:18000550250998A
Location:0.7 MI N NORTHSIDE DR
Purpose:Carries highway over waterway
Route classification:Collector (Urban) [17]
Length of largest span:30.8 ft. [9.4 m]
Total length:154.9 ft. [47.2 m]
Roadway width between curbs:47.9 ft. [14.6 m]
Deck width edge-to-edge:50.9 ft. [15.5 m]
Owner:State Highway Agency [01]
Year built:1985
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:5
Main spans material:Prestressed concrete [5]
Main spans design:Slab [01]
Deck type:Concrete Cast-in-Place [1]

Latest Available Inspection: June 2016

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:12,000 [as of 2014]
Truck traffic:8% of total traffic
Deck condition:Very Good [8 out of 9]
Superstructure condition:Very Good [8 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Better than present minimum criteria [7]
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: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]
Sufficiency rating:90.8

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
June 2016GoodVery GoodVery GoodGood1200090.8
August 2014GoodVery GoodVery GoodGood1200090.8
July 2012GoodVery GoodVery GoodGood1200090.8
June 2010GoodVery GoodVery GoodGood1200090.8
June 2008GoodVery GoodVery GoodVery Good1200088.8
October 2006GoodVery GoodVery GoodVery Good1200088.8
October 2004GoodVery GoodVery GoodVery Good1000091.0
August 2002GoodVery GoodVery GoodVery Good1000093.0
October 2000GoodVery GoodVery GoodVery Good1095092.9
September 1998GoodVery GoodVery GoodVery Good1095092.9
January 1997GoodVery GoodVery GoodVery Good1095092.9
January 1995GoodVery GoodVery GoodVery Good996090.2
June 1991GoodVery GoodVery GoodVery Good906090.3

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Deck
Prestressed Concrete Top Flangesq. ft.7,8757,875000
Substructure
Reinforced Concrete Abutmentlinear ft.138138000
Reinforced Concrete Pileeach2929000
Reinforced Concrete Pier Caplinear ft.2091575200
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.308305300