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RT W E over DYKES BR

Map 

Coordinates:
+38.95554, -94.58370
38°57'20" N, 94°35'01" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:RT W E over DYKES BR
Structure number:3284
Old structure number:A3980 1 (from 1992 edition)
Location:S 29 T 48 N R 33 W
Purpose:Carries highway over waterway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:13.1 ft. [4.0 m]
Total length:52.5 ft. [16.0 m]
Skew angle:40°
Owner:State Highway Agency [01]
Year built:1983
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 2015 

Status:Open, no restriction [A]
Average daily traffic:13,057 [as of 2015]
Truck traffic:10% of total traffic
Structural appraisal:Meets minimum tolerable limits to be left in place as is [4]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Bank protection is being eroded. River control devices and/or embankment have major damage. Trees and rush restrict the channel. [5]
Culvert condition:Large spalls, heavy scaling, wide cracks, considerable efflorescence or opened construction joint permitting loss of backfill. Considerable settlement or misalignment. Considerable scouring or erosion at curtain walls, wingwalls or pipes. Metal culverts have significant distortion and deflection throughout, extensive corrosion or deep pitting. [4]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:104.9 tons [95.4 metric tons]
Inventory rating:63.4 tons [57.6 metric tons]
Evaluation:Structurally deficient [1]
Sufficiency rating:43.0
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$375,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
November 201543.0Structurally deficient---13057
November 201443.0Structurally deficient---12459
November 201343.0Structurally deficient---16885
November 201243.0Structurally deficient---16885
November 201143.0Structurally deficient---12197
November 201043.0Structurally deficient---12444
November 200943.0Structurally deficient---12444
July 200754.0Not deficient---13475
October 200554.0Not deficient---13529
August 200354.0Not deficient---13845
October 200154.0Not deficient---12299
August 199954.0Not deficient---19089
August 199754.0Not deficient---19089
February 199654.0Not deficient---14140
November 199354.0Not deficient---13593
December 199165.0Not deficient---13593