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ROCKHILL RD over BRUSH CR

Map 

Coordinates:
+39.03896, -94.57863
39°02'20" N, 94°34'43" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:ROCKHILL RD over BRUSH CR
Structure number:25439
Old structure number:S079B42 048 (from 1992 edition)
Location:S 29 T 49 N R 33 W
Purpose:Carries highway over waterway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:82.0 ft. [25.0 m]
Total length:168.0 ft. [51.2 m]
Roadway width between curbs:76.1 ft. [23.2 m]
Deck width edge-to-edge:96.1 ft. [29.3 m]
Owner:City or Municipal Highway Agency [04]
Year built:1991
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:Box Beam or girders - Single or Spread [06]
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:9,701 [as of 2014]
Truck traffic:4% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Very Good [8 out of 9]
Structural appraisal:Better than present minimum criteria [7]
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:Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. [8]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:81.2 tons [73.8 metric tons]
Inventory rating:38.6 tons [35.1 metric tons]
Sufficiency rating:96.6

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
April 201496.6Not deficientSatisfactoryGoodVery Good9701
April 201296.6Not deficientSatisfactoryGoodVery Good9701
April 201096.8Not deficientSatisfactoryGoodVery Good8560
April 200896.8Not deficientGoodVery GoodVery Good8560
March 200696.8Not deficientGoodVery GoodVery Good8560
March 200495.8Not deficientGoodVery GoodVery Good15166
June 200295.8Not deficientGoodVery GoodVery Good15166
June 200095.8Not deficientGoodVery GoodVery Good15166
June 199896.1Not deficientGoodVery GoodVery Good12849
July 199696.1Not deficientGoodVery GoodVery Good12849
September 199497.0Not deficientGoodVery GoodVery Good12849
November 199294.1Not deficientVery GoodVery GoodVery Good19000