+36.14271, -91.86517
36°08'34" N, 91°51'55" W


Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:Larkin Rd IZARD over EDMANSON CR
Structure number:000000000004096
Location:0.9MI SW SH 56
Purpose:Carries highway over waterway
Route classification:Major Collector (Rural) [07]
Length of largest span:11.2 ft. [3.4 m]
Total length:32.2 ft. [9.8 m]
Owner:County Highway Agency [02]
Year built:1950
Historic significance:Historical significance is not determinable at this time [4]
Design load:M 9 / H 10 [1]
Number of main spans:3
Main spans material:Concrete [1]
Main spans design:Culvert [19]
Deck type:Not applicable [N]
Wearing surface:Bituminous [6]

Latest Available Inspection: August 2016

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:302 [as of 1987]
Truck traffic:1% of total traffic
Structural appraisal:Equal to present minimum criteria [6]
Water adequacy appraisal:Better than present minimum criteria [7]
Roadway alignment appraisal:Better than present minimum criteria [7]
Channel protection:Bank and embankment protection is severely undermined. River control devices have severe damage. Large deposits of debris are in the channel. [4]
Pier/abutment protection:Navigation protection not required [1]
Culvert condition:Shrinkage cracks, light scaling and insignificant spalling which does not expose reinforcing steel. Insignificant damage caused by drift with no misalignment and not requiring corrective action. Some minor scouring has occured near curtain walls, wingwalls or pipes. Metal culverts have a smooth symmetrical curvature with superficial corrosion and no pitting. [7]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:38.9 tons [35.4 metric tons]
Inventory rating:24.0 tons [21.8 metric tons]
Sufficiency rating:85.7

Previous Inspections

DateSuff. RatingConditionCulvert ConditionSD/FOADT
August 201685.7Good7 out of 10-302
August 201585.7Good7 out of 10-302
August 201476.6Good7 out of 10-302
August 201376.6Good7 out of 10-302
August 201276.6Good7 out of 10-302
August 201176.6Good7 out of 10-302
August 201076.6Good7 out of 10-302
August 200976.6Good7 out of 10-302
September 200876.6Good7 out of 10-302
October 200776.6Good7 out of 10-302
November 200676.6Good7 out of 10-302
November 200576.6Good7 out of 10-302
November 200476.6Good7 out of 10-302
October 200376.4Good7 out of 10-302
October 200276.4Good7 out of 10-302
October 200176.4Good7 out of 10-302
November 200076.4Good7 out of 10-302
October 199976.4Good7 out of 10-302
October 199876.4Good7 out of 10-302
November 199776.4Good7 out of 10-302
December 199676.4Good7 out of 10-302
November 199576.4Good7 out of 10-302
November 199476.4Good7 out of 10-302
October 199376.4Good7 out of 10-302
October 199283.5Good7 out of 10-302
November 199183.5Good7 out of 10-302