I 20 over CREEK


+32.31295, -89.63994
32°18'47" N, 89°38'24" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.


Name:I 20 over CREEK
Structure number:11000200620787A
Location:1.6 MI E SR 13
Purpose:Carries highway over waterway
Route classification:Principal Arterial - Interstate (Rural) [01]
Length of largest span:20.0 ft. [6.1 m]
Total length:25.9 ft. [7.9 m]
Skew angle:30°
Owner:State Highway Agency [01]
Year built:1966
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Main span material:Concrete [1]
Main span design:Culvert [19]
Deck type:Not applicable [N]

Latest Available Inspection: January 2017 

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:11,000 [as of 2014]
Truck traffic:21% of total traffic
Structural appraisal:Equal to present desirable criteria [8]
Water adequacy appraisal:Better than present minimum criteria [7]
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]
Culvert condition:No noticeable or noteworthy deficiencies which affect the condition of the culvert. Insignificant scrape marks caused by drift. [8]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Inventory rating:83.2 tons [75.6 metric tons]
Sufficiency rating:97.0

Previous Inspections 

DateSuff. RatingConditionCulvert ConditionSD/FOADT
January 201797.0Good8 out of 10-11000
January 201597.5Good8 out of 10-11000
December 201297.4Good8 out of 10-12000
December 201097.4Good8 out of 10-12000
December 200897.5Good8 out of 10-11500
November 200697.5Good8 out of 10-11500
January 200597.5Good8 out of 10-10500
February 200397.5Good8 out of 10-10000
January 200197.2Good8 out of 10-8500
February 199997.2Good8 out of 10-8500
April 199797.2Good8 out of 10-8500
April 199597.6Good8 out of 10-5500
August 199397.6Good8 out of 10-5220
October 199197.6Good8 out of 10-5380
December 198997.6Good8 out of 10-5660