SH 90-05- LM 2.28 over MAIN DITCH


+36.17910, -90.84193
36°10'45" N, 90°50'31" W


Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:SH 90-05- LM 2.28 over MAIN DITCH
Structure number:0000000000M1639
Location:2.28 MI NW JCT SH 34 & 90
Purpose:Carries highway over waterway
Route classification:Major Collector (Rural) [07]
Length of largest span:19.0 ft. [5.8 m]
Total length:60.0 ft. [18.3 m]
Roadway width between curbs:23.6 ft. [7.2 m]
Deck width edge-to-edge:25.3 ft. [7.7 m]
Skew angle:30°
Owner:State Highway Agency [01]
Year built:1956
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Number of main spans:3
Main spans material:Concrete [1]
Main spans design:Channel beam [22]
Deck type:Concrete Precast Panels [2]
Wearing surface:Bituminous [6]

Latest Available Inspection: March 2016

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:440 [as of 2014]
Truck traffic:1% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Fair [5 out of 9]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal:Meets minimum tolerable limits to be left in place as is [4]
Water adequacy appraisal:Equal to present minimum criteria [6]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. [6]
Pier/abutment protection:None present but re-evaluation suggested [5]
Scour condition:Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Operating rating:59.8 tons [54.4 metric tons]
Inventory rating:36.0 tons [32.7 metric tons]
Sufficiency rating:68.8

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
March 201668.8FairGoodGoodFair-440
April 201468.8FairGoodGoodFair-440
May 201253.6FairGoodGoodFair-220
May 201053.6FairGoodGoodFair-220
May 200853.6FairGoodGoodFair-220
May 200653.6FairGoodGoodFair-190
June 200453.5FairGoodGoodFair-240
May 200253.4FairGoodGoodFair-190
April 200053.4FairGoodGoodFair-180
May 199853.4FairGoodGoodFair-180
May 199653.4FairGoodGoodFair-155
May 199453.7FairGoodGoodFair-155
May 199263.7FairGoodGoodSatisfactory-155
June 199059.2FairGoodGoodSatisfactory-473