SH 328-01- LM 5.09 over DITCH


+36.41241, -90.80734
36°24'45" N, 90°48'26" W


Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:SH 328-01- LM 5.09 over DITCH
Structure number:0000000000X0430
Location:5.1 MI E MAYNARD
Purpose:Carries highway over waterway
Route classification:Major Collector (Rural) [07]
Length of largest span:11.2 ft. [3.4 m]
Total length:53.2 ft. [16.2 m]
Owner:State Highway Agency [01]
Year built:1980
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:M 18 / H 20 [4]
Number of main spans:5
Main spans material:Concrete [1]
Main spans design:Culvert [19]
Deck type:Not applicable [N]

Latest Available Inspection: March 2016

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:430 [as of 2014]
Truck traffic:1% of total traffic
Structural appraisal:Equal to present minimum criteria [6]
Water adequacy appraisal:Equal to present desirable criteria [8]
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]
Pier/abutment protection:None present but re-evaluation suggested [5]
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]
Operating rating:43.9 tons [39.9 metric tons]
Inventory rating:26.0 tons [23.6 metric tons]
Sufficiency rating:88.2

Previous Inspections

DateSuff. RatingConditionCulvert ConditionSD/FOADT
March 201688.2Good8 out of 10-430
April 201486.8Good8 out of 10-430
May 201286.7Good8 out of 10-580
May 201086.7Good8 out of 10-580
April 200886.7Good8 out of 10-580
May 200686.9Good8 out of 10-360
June 200486.8Good8 out of 10-450
April 200286.4Good8 out of 10-490
April 200086.4Good8 out of 10-530
April 199896.6Good8 out of 10-530
April 199696.8Good8 out of 10-260
April 199496.8Good8 out of 10-260
May 199295.8Good8 out of 10-260
May 199095.8Good8 out of 10-255