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I 20 over CREEK

Map 

Coordinates:
+32.32395, -89.32532
32°19'26" N, 89°19'31" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:I 20 over CREEK
Structure number:11000200620975B
Location:7.8 MI E SR 501
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 2015 

Status:Open, no restriction [A]
Average daily traffic:11,000 [as of 2012]
Truck traffic:21% of total traffic
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Water adequacy appraisal:Better than present minimum criteria [7]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. [7]
Culvert condition:Moderate to major deterioration or disintegration, extensive cracking and leaching or spalls on concrete or masonry walls and slabs. Minor settlement or misalignment. Noticeable scouring or erosion at curtain walls, wingwalls or pipes. Metal culverts have significant distortion and deflection in one section, significant corrosion or deep pitting. [5]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:74.2 tons [67.5 metric tons]
Inventory rating:44.6 tons [40.5 metric tons]
Sufficiency rating:85.8

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
January 201585.8Not deficient---11000
December 201286.1Not deficient---8000
December 201097.3Not deficient---8000
December 200897.0Not deficient---10500
November 200697.2Not deficient---9000
February 200597.0Not deficient---10500
February 200397.0Not deficient---10500
January 200197.3Not deficient---7500
February 199997.3Not deficient---7500
April 199797.3Not deficient---7500
April 199597.4Not deficient---7500
August 199397.5Not deficient---6160
October 199197.6Not deficient---5920
December 198997.6Not deficient---5090