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SH 115-01-LM 17.45 over MANSKER CR.

Map 

Coordinates:
+36.28125, -90.97079
36°16'53" N, 90°58'15" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:SH 115-01-LM 17.45 over MANSKER CR.
Structure number:0000000000A1700
Location:.67 M NE JCT SH 90
Purpose:Carries highway over waterway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:29.9 ft. [9.1 m]
Total length:91.9 ft. [28.0 m]
Roadway width between curbs:27.9 ft. [8.5 m]
Deck width edge-to-edge:31.2 ft. [9.5 m]
Skew angle:20°
Owner:State Highway Agency [01]
Year built:1931
Year reconstructed:1975
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Number of main spans:3
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: January 2017 

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:4,700 [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:Good [7 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: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 the assessed or calculated scour condition. [8]
Operating rating:59.8 tons [54.4 metric tons]
Inventory rating:36.0 tons [32.7 metric tons]
Sufficiency rating:78.3
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$705,000

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
January 201778.3FairGoodSatisfactoryGood-4700
January 201578.3FairGoodSatisfactoryGood-4700
February 201378.3FairGoodSatisfactoryGood-4600
February 201178.3FairGoodSatisfactoryGood-4600
February 200978.3FairGoodSatisfactoryGood-4600
February 200768.1FairGoodSatisfactoryGood-4500
March 200567.9GoodGoodGoodGood-4800
June 200363.9GoodGoodGoodGoodFO5400
March 200167.5GoodGoodGoodGood-4900
March 199967.5GoodGoodGoodGood-4900
January 199773.1GoodGoodGoodGood-1910
February 199572.2GoodGoodGoodGood-1910
January 199383.5GoodGoodGoodGood-1910
May 199078.0GoodGoodGoodGood-3522