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SUMMIT ST over DYKES BR

Map 

Coordinates:
+38.96048, -94.60044
38°57'38" N, 94°36'02" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:SUMMIT ST over DYKES BR
Structure number:25499
Location:S 30 T 48 N R 33 W
Purpose:Carries highway over waterway
Route classification:Local (Urban) [19]
Length of largest span:38.1 ft. [11.6 m]
Total length:79.1 ft. [24.1 m]
Roadway width between curbs:51.8 ft. [15.8 m]
Deck width edge-to-edge:61.0 ft. [18.6 m]
Owner:City or Municipal Highway Agency [04]
Year built:1986
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:Slab [01]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: April 2014 

Status:Posted for load [P]
Average daily traffic:2,765 [as of 2014]
Truck traffic:3% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry 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 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]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:32.7 tons [29.7 metric tons]
Inventory rating:19.8 tons [18.0 metric tons]
Sufficiency rating:66.8

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
April 201466.8Not deficientGoodGoodGood2765
March 201266.8Not deficientGoodGoodGood2765
April 201066.8Not deficientGoodGoodGood2630
March 200866.8Not deficientGoodGoodGood2630
January 200666.8Not deficientGoodGoodGood2630
March 200466.8Not deficientGoodGoodGood2630
June 200285.6Not deficientGoodGoodGood2630
July 200085.6Not deficientVery GoodGoodVery Good2630