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US 67-19- LM 5.44 over CURRENT RELIEF

Randolph County, Arkansas

Map

Coordinates:
+36.28968, -90.90002
36°17'23" N, 90°54'00" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:US 67-19- LM 5.44 over CURRENT RELIEF
Structure number:000000000000730
Location:5.38 MI NE JCT US & 67
Purpose:Carries highway over relief for waterway
Route classification:Principal Arterial - Other (Rural) [02]
Length of largest span:29.9 ft. [9.1 m]
Total length:151.9 ft. [46.3 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:5
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: May 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:Good [7 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Meets minimum tolerable limits to be left in place as is [4]
Water adequacy appraisal:Superior to present desirable criteria [9]
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:50.9 tons [46.3 metric tons]
Inventory rating:30.9 tons [28.1 metric tons]
Sufficiency rating:72.9

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
May 201672.9FairGoodSatisfactorySatisfactory-4300
June 201472.9FairGoodSatisfactorySatisfactory-4300
June 201273.8FairGoodSatisfactorySatisfactory-4300
May 201073.8FairGoodSatisfactorySatisfactory-4300
June 200873.8FairGoodSatisfactorySatisfactory-4300
June 200674.5FairGoodSatisfactorySatisfactory-3600
June 200474.0FairGoodSatisfactorySatisfactory-4100
July 200274.1FairGoodSatisfactorySatisfactory-3800
April 200074.1FairGoodSatisfactorySatisfactory-3800
May 199860.4FairGoodGoodFair-3800
May 199666.5FairGoodSatisfactoryFair-1650
April 199458.3FairGoodSatisfactoryFair-1650
May 199258.3FairGoodGoodFair-1650
June 199052.5FairGoodGoodFair-3175