SH 166-01-LM 3.29 over SIDE DITCH


+36.31579, -90.91945
36°18'57" N, 90°55'10" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.


Name:SH 166-01-LM 3.29 over SIDE DITCH
Structure number:0000000000M3441
Location:FLD ENT-3.29 NE US 67
Purpose:Carries highway over waterway
Route classification:Minor Collector (Rural) [08]
Length of largest span:15.1 ft. [4.6 m]
Total length:39.0 ft. [11.9 m]
Roadway width between curbs:20.3 ft. [6.2 m]
Deck width edge-to-edge:21.3 ft. [6.5 m]
Owner:State Highway Agency [01]
Year built:1965
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Number of main spans:3
Main spans material:Steel [3]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: June 2016 

Good/Fair/Poor Condition:Poor
Status:Posted for load [P]
Average daily traffic:160 [as of 2014]
Truck traffic:1% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Poor [4 out of 9]
Substructure condition:Poor [4 out of 9]
Structural appraisal:Basically intolerable requiring high priority of corrrective action [3]
Deck geometry appraisal:Meets minimum tolerable limits to be left in place as is [4]
Water adequacy appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Roadway alignment appraisal:Equal to present minimum criteria [6]
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:10.0 tons [9.1 metric tons]
Inventory rating:5.0 tons [4.5 metric tons]
Sufficiency rating:11.2
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$36,000

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
June 201611.2PoorSatisfactoryPoorPoorSD160
July 201531.5PoorSatisfactoryGoodPoorSD160
August 201431.5PoorSatisfactoryGoodPoorSD160
August 201259.6FairSatisfactoryGoodFair-10
August 201059.6FairSatisfactoryGoodFair-10
August 200859.6FairSatisfactoryGoodFair-10
August 200659.6FairSatisfactoryGoodFair-10
July 200442.6PoorSatisfactorySatisfactoryPoorSD50
July 200230.6PoorSatisfactorySatisfactoryPoorSD180
May 200030.5PoorSatisfactorySatisfactoryPoorSD180
April 199830.5PoorSatisfactorySatisfactoryPoorSD180
May 199759.4FairSatisfactorySatisfactoryFair-10
May 199643.3PoorSatisfactorySatisfactoryPoorSD10
April 199543.4PoorSatisfactorySatisfactoryPoorSD10
May 199443.4PoorSatisfactorySatisfactoryPoorSD10
April 199361.1FairSatisfactorySatisfactoryFair-10
May 199271.1FairSatisfactorySatisfactorySatisfactory-10
April 199161.1FairSatisfactorySatisfactoryFair-10