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MANCHESTER TRFY S over DRY CR

Map 

Coordinates:
+39.07699, -94.48992
39°04'37" N, 94°29'24" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:MANCHESTER TRFY S over DRY CR
Structure number:1392
Location:S 7 T 49 N R 32 W
Purpose:Carries highway over waterway
Route classification:Local (Urban) [19]
Length of largest span:8.9 ft. [2.7 m]
Total length:22.6 ft. [6.9 m]
Skew angle:33°
Owner:State Highway Agency [01]
Year built:1966
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:2
Main spans material:Concrete continuous [2]
Main spans design:Culvert [19]
Deck type:Not applicable [N]

Latest Available Inspection: November 2015 

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:250 [as of 2014]
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:99.9

Previous Inspections 

DateSuff. RatingConditionCulvert ConditionSD/FOADT
November 201599.9Good7 out of 10-250
November 201399.9Good7 out of 10-250
November 201199.3Good7 out of 10-3051
November 200997.9Good7 out of 10-9065
July 200797.8Good7 out of 10-9195
October 200597.8Good7 out of 10-9275
September 200397.8Good7 out of 10-9492
November 200197.8Good7 out of 10-9315