US 67-19- LM 7.78 over CURRENT RIVER


+36.29841, -90.85821
36°17'54" N, 90°51'30" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.


Name:US 67-19- LM 7.78 over CURRENT RIVER
Structure number:0000000000A0615
Location:4.8 MI E JCT SH 166
Purpose:Carries highway over waterway
Route classification:Principal Arterial - Other (Rural) [02]
Length of largest span:110.9 ft. [33.8 m]
Total length:754.0 ft. [229.8 m]
Roadway width between curbs:27.9 ft. [8.5 m]
Deck width edge-to-edge:31.5 ft. [9.6 m]
Owner:State Highway Agency [01]
Year built:1929
Year reconstructed:1960
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:Steel [3]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: April 2015 

Status:Open, no restriction [A]
Average daily traffic:4,300 [as of 2014]
Truck traffic:1% of total traffic
Deck condition:Fair [5 out of 9]
Superstructure condition:Fair [5 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:Superior to present desirable criteria [9]
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:Navigation protection not required [1]
Scour condition:Countermeasures have been installed to mitigate an existing problem with scour. [7]
Operating rating:38.0 tons [34.5 metric tons]
Inventory rating:23.0 tons [20.9 metric tons]
Sufficiency rating:43.3

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
April 201543.3Not deficientFairFairSatisfactory4300
April 201346.2Not deficientFairFairSatisfactory4300
May 201146.2Not deficientFairFairSatisfactory4300
April 200946.2Not deficientFairFairSatisfactory4300
May 200747.2Not deficientSatisfactoryFairSatisfactory3600
April 200547.2Not deficientSatisfactoryFairSatisfactory4100
May 200356.9Not deficientSatisfactorySatisfactorySatisfactory3800
August 200146.9Not deficientSatisfactorySatisfactoryFair3800
January 200146.9Not deficientSatisfactorySatisfactoryFair3800
December 199846.9Not deficientSatisfactorySatisfactoryFair3800
November 199649.4Not deficientSatisfactorySatisfactoryFair1650
October 199449.4Not deficientSatisfactorySatisfactoryFair1650
December 199262.3Not deficientSatisfactorySatisfactorySatisfactory1650
October 199059.4Not deficientSatisfactorySatisfactorySatisfactory2640