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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: May 2014 

Status:Open, no restriction [A]
Average daily traffic:21,903 [as of 2014]
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. ratingEvaluationDeckSuper.Sub.ADT
May 201483.8Not deficient---21903
March 201283.8Not deficient---21903
April 201083.0Not deficient---35800
March 200883.0Not deficient---35800
January 200683.0Not deficient---35800
March 200483.0Not deficient---35800
June 200283.0Not deficient---35800
June 200080.9Not deficient---35800
June 199881.2Not deficient---33600
June 199681.2Not deficient---33600
September 199481.9Not deficient---33600
December 199281.9Not deficient---33600