US 67-19- LM 5.63 over BEAVER DITCH


+36.29107, -90.89719
36°17'28" N, 90°53'50" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.


Name:US 67-19- LM 5.63 over BEAVER DITCH
Structure number:000000000000500
Location:5.57 MI NE JCT US 62 & 67
Purpose:Carries highway over waterway
Route classification:Principal Arterial - Other (Rural) [02]
Length of largest span:29.9 ft. [9.1 m]
Total length:122.1 ft. [37.2 m]
Roadway width between curbs:27.9 ft. [8.5 m]
Deck width edge-to-edge:31.8 ft. [9.7 m]
Owner:State Highway Agency [01]
Year built:1928
Year reconstructed:1955
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:4
Main spans material:Concrete [1]
Main spans design:Tee beam [04]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: January 2016 

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:4,300 [as of 2014]
Truck traffic:1% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Satisfactory [6 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 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]
Scour condition:Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Operating rating:39.9 tons [36.3 metric tons]
Inventory rating:24.0 tons [21.8 metric tons]
Sufficiency rating:62.9

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
January 201662.9FairSatisfactorySatisfactorySatisfactory-4300
January 201462.9FairSatisfactoryGoodSatisfactory-4300
February 201262.9FairSatisfactoryGoodSatisfactory-4300
February 201065.5FairGoodGoodSatisfactory-4300
February 200866.2FairGoodGoodSatisfactory-3600
January 200668.7FairGoodGoodSatisfactory-4100
March 200468.7GoodGoodGoodGood-4100
March 200268.7GoodGoodGoodGood-3800
March 200068.7GoodGoodGoodGood-3800
February 199866.7GoodGoodGoodGood-3800
March 199672.6GoodGoodGoodGood-1650
March 199475.8GoodGoodGoodGood-1650
April 199275.8GoodGoodGoodGood-1650
January 199058.0FairGoodFairGood-3175