+39.26044, -94.56527
39°15'38" N, 94°33'55" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.


Name:MO 152 E over BR OF BIG SHOAL CR
Structure number:3216
Location:S 1 T 51 N R 33 W
Purpose:Carries highway over waterway
Route classification:Principal Arterial - Other Freeways or Expressways (Urban) [12]
Length of largest span:12.1 ft. [3.7 m]
Total length:48.9 ft. [14.9 m]
Skew angle:40°
Owner:State Highway Agency [01]
Year built:1995
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 continuous [2]
Main spans design:Culvert [19]
Deck type:Not applicable [N]

Latest Available Inspection: November 2016 

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:46,598 [as of 2015]
Truck traffic:10% of total traffic
Structural appraisal:Better than present minimum criteria [7]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. [7]
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:96.0 tons [87.3 metric tons]
Inventory rating:57.4 tons [52.2 metric tons]
Sufficiency rating:82.4

Previous Inspections 

DateSuff. RatingConditionCulvert ConditionSD/FOADT
November 201682.4Good7 out of 10-46598
November 201482.4Good7 out of 10-45240
November 201282.7Good7 out of 10-40441
December 201083.4Good7 out of 10-28654
July 200883.4Good8 out of 10-28376
June 200683.5Good8 out of 10-26817
July 200583.4Good8 out of 10-27496
September 200383.4Good9 out of 10-27801
July 200183.5Good9 out of 10-25645