SH 90-07-LM 2.16 over EASSIS CREEK


+36.34191, -91.12328
36°20'31" N, 91°07'24" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.


Name:SH 90-07-LM 2.16 over EASSIS CREEK
Structure number:0000000000M1647
Location:2.16 MI SW JCT SH 90 & 93
Purpose:Carries highway over waterway
Route classification:Major Collector (Rural) [07]
Length of largest span:17.1 ft. [5.2 m]
Total length:50.9 ft. [15.5 m]
Roadway width between curbs:19.7 ft. [6.0 m]
Deck width edge-to-edge:23.0 ft. [7.0 m]
Owner:State Highway Agency [01]
Year built:1939
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:Bituminous [6]

Latest Available Inspection: January 2016 

Good/Fair/Poor Condition:Fair
Status:Posted for load [P]
Average daily traffic:600 [as of 2014]
Truck traffic:1% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Fair [5 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Basically intolerable requiring high priority of replacement [2]
Deck geometry appraisal:Basically intolerable requiring high priority of replacement [2]
Water adequacy appraisal:Equal to present minimum criteria [6]
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:None present but re-evaluation suggested [5]
Scour condition:Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Operating rating:19.9 tons [18.1 metric tons]
Inventory rating:12.0 tons [10.9 metric tons]
Sufficiency rating:31.0
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$245,000

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
January 201631.0FairGoodFairSatisfactorySD600
January 201528.5FairGoodFairSatisfactorySD600
January 201428.5FairGoodFairSatisfactorySD600
January 201328.5FairGoodFairSatisfactorySD600
February 201228.5FairGoodFairSatisfactorySD600
February 201140.0FairGoodSatisfactorySatisfactorySD600
February 201040.0FairGoodSatisfactorySatisfactorySD600
January 200940.0FairGoodSatisfactorySatisfactorySD590
January 200828.7FairGoodFairSatisfactorySD570
January 200728.7FairGoodFairSatisfactorySD570
January 200639.9FairGoodSatisfactorySatisfactorySD620
February 200539.9FairGoodSatisfactorySatisfactorySD620
January 200339.5FairGoodSatisfactorySatisfactorySD650
March 200139.6FairGoodGoodSatisfactorySD630
March 200039.6FairGoodGoodSatisfactorySD630
February 199939.6FairGoodGoodSatisfactorySD630
January 199740.8FairGoodGoodSatisfactorySD350
March 199540.8FairGoodGoodSatisfactorySD350
February 199440.8FairGoodGoodSatisfactorySD350
February 199340.8FairGoodGoodSatisfactorySD350
August 199140.1FairGoodGoodSatisfactorySD525