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WORNALL RD over DYKES BR

Map 

Coordinates:
+38.95924, -94.59560
38°57'33" N, 94°35'44" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:WORNALL RD over DYKES BR
Structure number:25498
Old structure number:S150B13 048 (from 1992 edition)
Location:S 30 T 48 N R 33 W
Purpose:Carries highway over waterway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:20.0 ft. [6.1 m]
Total length:43.0 ft. [13.1 m]
Skew angle:20°
Owner:City or Municipal Highway Agency [04]
Year built:1970
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 [1]
Main spans design:Culvert [19]
Deck type:Not applicable [N]

Latest Available Inspection: April 2016 

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:21,903 [as of 2016]
Truck traffic:3% of total traffic
Structural appraisal:Equal to present minimum criteria [6]
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:Deterioration or initial disintegration, minor chloride contamination, cracking with some leaching, or spalls on concrete or masonry walls and slabs. Local minor scouring at curtain walls, wingwalls or pipes. Metal culverts have a smooth curvature, non-symmetrical shape, significant corrosion or moderate pitting. [6]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:98.0 tons [89.1 metric tons]
Inventory rating:58.4 tons [53.1 metric tons]
Sufficiency rating:83.8

Previous Inspections 

DateSuff. RatingConditionCulvert ConditionSD/FOADT
April 201683.8Fair6 out of 10-21903
May 201483.8Fair6 out of 10-21903
March 201283.8Fair6 out of 10-21903
April 201083.0Fair6 out of 10-35800
March 200883.0Fair6 out of 10-35800
January 200683.0Fair6 out of 10-35800
March 200483.0Fair6 out of 10-35800
June 200283.0Fair6 out of 10-35800
June 200080.9Fair6 out of 10-35800
June 199881.2Fair6 out of 10-33600
June 199681.2Good7 out of 10-33600
September 199481.9Good7 out of 10-33600
December 199281.9Good9 out of 10-33600