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I 55 W FRT RD over HANGING MOSS CREEK

Map 

Coordinates:
+32.36589, -90.15004
32°21'57" N, 90°09'00" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

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]
Operating rating:67.2 tons [61.1 metric tons]
Inventory rating:40.3 tons [36.6 metric tons]
Sufficiency rating:90.8

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
June 201690.8GoodVery GoodVery GoodGood-12000
August 201490.8GoodVery GoodVery GoodGood-12000
July 201290.8GoodVery GoodVery GoodGood-12000
June 201090.8GoodVery GoodVery GoodGood-12000
June 200888.8GoodVery GoodVery GoodVery Good-12000
October 200688.8GoodVery GoodVery GoodVery Good-12000
October 200491.0GoodVery GoodVery GoodVery Good-10000
August 200293.0GoodVery GoodVery GoodVery Good-10000
October 200092.9GoodVery GoodVery GoodVery Good-10950
September 199892.9GoodVery GoodVery GoodVery Good-10950
January 199792.9GoodVery GoodVery GoodVery Good-10950
January 199590.2GoodVery GoodVery GoodVery Good-9960
June 199190.3GoodVery GoodVery GoodVery Good-9060