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EASTERN AVE over ROUND GROVE CR

Map 

Coordinates:
+39.04751, -94.49685
39°02'51" N, 94°29'49" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:EASTERN AVE over ROUND GROVE CR
Structure number:25430
Old structure number:S071B31 048 (from 1992 edition)
Location:S 19 T 49 N R 32 W
Purpose:Carries highway over waterway
Route classification:Local (Urban) [19]
Length of largest span:24.9 ft. [7.6 m]
Total length:27.9 ft. [8.5 m]
Roadway width between curbs:27.9 ft. [8.5 m]
Deck width edge-to-edge:29.9 ft. [9.1 m]
Skew angle:15°
Owner:City or Municipal Highway Agency [04]
Year built:1971
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Main span material:Concrete [1]
Main span 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:Open, no restriction [A]
Average daily traffic:287 [as of 2014]
Truck traffic:1% of total traffic
Deck condition:Fair [5 out of 9]
Superstructure condition:Fair [5 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:Equal to present minimum criteria [6]
Water adequacy appraisal:Equal to present minimum criteria [6]
Roadway alignment appraisal:Equal to present minimum criteria [6]
Channel protection:Bank protection is being eroded. River control devices and/or embankment have major damage. Trees and rush restrict the channel. [5]
Scour condition:Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Operating rating:59.4 tons [54.0 metric tons]
Inventory rating:35.6 tons [32.4 metric tons]
Sufficiency rating:83.0

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
April 201483.0Not deficientFairFairGood287
March 201293.0Not deficientSatisfactoryGoodGood287
April 201091.9Not deficientGoodVery GoodVery Good450
March 200891.9Not deficientGoodVery GoodVery Good450
February 200691.9Not deficientGoodVery GoodVery Good450
March 200491.9Not deficientGoodVery GoodVery Good450
June 200291.9Not deficientGoodVery GoodVery Good450
July 200091.9Not deficientGoodVery GoodVery Good496
May 199893.0Not deficientGoodVery GoodVery Good300
September 199099.0Not deficientGoodVery GoodGood293