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I 220 over HANGING MOSS CREEK

Map 

Coordinates:
+32.38089, -90.20503
32°22'51" N, 90°12'18" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:I 220 over HANGING MOSS CREEK
Structure number:11002200250074B
Location:2.3 MI N US 49
Purpose:Carries highway over waterway
Route classification:Principal Arterial - Interstate (Urban) [11]
Length of largest span:49.9 ft. [15.2 m]
Total length:151.9 ft. [46.3 m]
Roadway width between curbs:40.4 ft. [12.3 m]
Deck width edge-to-edge:44.3 ft. [13.5 m]
Skew angle:15°
Owner:State Highway Agency [01]
Year built:1978
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18+Mod / HS 20+Mod [6]
Number of main spans:3
Main spans material:Prestressed concrete [5]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]

Latest Available Inspection: September 2014 

Status:Open, no restriction [A]
Average daily traffic:24,500 [as of 2012]
Truck traffic:15% of total traffic
Deck condition:Fair [5 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: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 assessed or calculated scour conditions; field review indicates action is required. [4]
Operating rating:68.4 tons [62.2 metric tons]
Inventory rating:61.5 tons [55.9 metric tons]
Sufficiency rating:90.8

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
September 201490.8Not deficientFairVery GoodVery Good24500
September 201290.8Not deficientFairVery GoodVery Good24000
August 201090.8Not deficientFairVery GoodVery Good24000
July 200891.8Not deficientGoodVery GoodVery Good25000
October 200691.8Not deficientGoodVery GoodVery Good23500
September 200491.9Not deficientVery GoodVery GoodVery Good23000
September 200292.0Not deficientVery GoodVery GoodVery Good20500
September 200092.1Not deficientVery GoodVery GoodVery Good9500
August 199892.1Not deficientVery GoodVery GoodVery Good9500
November 199692.1Not deficientVery GoodVery GoodVery Good9500
January 199592.0Not deficientVery GoodVery GoodVery Good13000
March 199192.1Not deficientVery GoodVery GoodVery Good11300