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I 55 E FRT RD over HANGING MOSS CREEK

Map 

Coordinates:
+32.36586, -90.14980
32°21'57" N, 90°08'59" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:I 55 E FRT RD over HANGING MOSS CREEK
Structure number:18000550250998D
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:55.1 ft. [16.8 m]
Deck width edge-to-edge:57.7 ft. [17.6 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: August 2014 

Status:Open, no restriction [A]
Average daily traffic:14,000 [as of 2012]
Truck traffic:13% 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: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:80.4

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
August 201480.4Not deficientVery GoodVery GoodVery Good14000
July 201280.4Not deficientVery GoodVery GoodVery Good14000
June 201080.4Not deficientVery GoodVery GoodVery Good14000
June 200878.6Not deficientVery GoodVery GoodVery Good12000
October 200678.6Not deficientVery GoodVery GoodVery Good12000
October 200480.9Not deficientVery GoodVery GoodVery Good10000
August 200282.9Not deficientVery GoodVery GoodVery Good10000
October 200082.7Not deficientVery GoodVery GoodVery Good10950
September 199882.7Not deficientVery GoodVery GoodVery Good10950
January 199799.0Not deficientVery GoodVery GoodVery Good10950
January 199597.3Not deficientVery GoodVery GoodVery Good9960
June 199197.3Not deficientVery GoodVery GoodVery Good9060