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: July 2015 

Status:Open, no restriction [A]
Average daily traffic:160 [as of 2014]
Truck traffic:1% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Poor [4 out of 9]
Structural appraisal:Meets minimum tolerable limits to be left in place as is [4]
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:27.0 tons [24.5 metric tons]
Inventory rating:18.9 tons [17.2 metric tons]
Evaluation:Structurally deficient [1]
Sufficiency rating:31.5
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$36,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
July 201531.5Structurally deficientSatisfactoryGoodPoor160
August 201431.5Structurally deficientSatisfactoryGoodPoor160
August 201259.6Not deficientSatisfactoryGoodFair10
August 201059.6Not deficientSatisfactoryGoodFair10
August 200859.6Not deficientSatisfactoryGoodFair10
August 200659.6Not deficientSatisfactoryGoodFair10
July 200442.6Structurally deficientSatisfactorySatisfactoryPoor50
July 200230.6Structurally deficientSatisfactorySatisfactoryPoor180
May 200030.5Structurally deficientSatisfactorySatisfactoryPoor180
April 199830.5Structurally deficientSatisfactorySatisfactoryPoor180
May 199759.4Not deficientSatisfactorySatisfactoryFair10
May 199643.3Structurally deficientSatisfactorySatisfactoryPoor10
April 199543.4Structurally deficientSatisfactorySatisfactoryPoor10
May 199443.4Structurally deficientSatisfactorySatisfactoryPoor10
April 199361.1Not deficientSatisfactorySatisfactoryFair10
May 199271.1Not deficientSatisfactorySatisfactorySatisfactory10
April 199161.1Not deficientSatisfactorySatisfactoryFair10