+39.03912, -94.58245
39°02'21" N, 94°34'57" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.


Name:OAK over BRUSH CR
Structure number:25438
Old structure number:S079B35 048 (from 1992 edition)
Location:S 29 T 49 N R 33 W
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Collector (Urban) [17]
Length of largest span:86.0 ft. [26.2 m]
Total length:170.9 ft. [52.1 m]
Roadway width between curbs:64.0 ft. [19.5 m]
Deck width edge-to-edge:84.0 ft. [25.6 m]
Owner:City or Municipal Highway Agency [04]
Year built:1993
Historic significance:Bridge is not eligible for the National Register of Historic Places [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: March 2016 

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:8,240 [as of 2016]
Truck traffic:1% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Good [7 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:64.4 tons [58.5 metric tons]
Inventory rating:35.6 tons [32.4 metric tons]
Sufficiency rating:98.0

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
March 201698.0FairSatisfactoryGoodGood-8240
April 201498.0FairSatisfactoryGoodGood-8240
April 201298.0FairSatisfactoryGoodGood-8240
April 201098.0FairSatisfactoryGoodGood-8760
April 200898.0GoodGoodGoodGood-8760
March 200698.0GoodGoodGoodGood-8760
March 200498.0GoodGoodGoodGood-13217
June 200298.0GoodGoodGoodGood-13217
June 200098.0GoodVery GoodVery GoodVery Good-13217
June 199898.0GoodVery GoodVery GoodVery Good-11930
July 199698.0GoodGoodGoodGood-11930
September 199498.0GoodVery GoodVery GoodVery Good-11930
September 199061.3Fair----11930