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KAW DRIVE over BRENNER HEIGHTS CREEK

Map 

Coordinates:
+39.10417, -94.70806
39°06'15" N, 94°42'29" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:KAW DRIVE over BRENNER HEIGHTS CREEK
Structure number:514301050000254
Location:KAW DR. AT BRENNER HTS CK
Purpose:Carries highway over waterway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:51.8 ft. [15.8 m]
Total length:132.6 ft. [40.4 m]
Roadway width between curbs:89.9 ft. [27.4 m]
Deck width edge-to-edge:106.0 ft. [32.3 m]
Owner:County Highway Agency [02]
Year built:1966
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:Slab [01]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Integral Concrete (separate non-modified layer of concrete added to structural deck) [2]

Latest Available Inspection: April 2015 

Status:Open, no restriction [A]
Average daily traffic:6,585 [as of 1989]
Truck traffic:15% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Superior to present desirable criteria [9]
Water adequacy appraisal:Equal to present minimum criteria [6]
Roadway alignment appraisal:Better than present minimum criteria [7]
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:47.9 tons [43.5 metric tons]
Inventory rating:36.0 tons [32.7 metric tons]
Sufficiency rating:99.4
Recommended work:Other structural work, including hydraulic replacements. [38]
Estimated cost of work:$3,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
April 201599.4Not deficientSatisfactorySatisfactorySatisfactory6585
June 201399.4Not deficientSatisfactorySatisfactorySatisfactory6585
March 201199.4Not deficientSatisfactorySatisfactorySatisfactory6585
March 200998.4Not deficientFairSatisfactoryGood6585
March 200798.4Not deficientFairSatisfactoryGood6585
March 200599.4Not deficientSatisfactorySatisfactoryGood6585
October 200199.4Not deficientGoodGoodGood6585
October 199999.4Not deficientGoodGoodGood6585
August 199799.4Not deficientGoodGoodGood6585
November 199599.5Not deficientGoodGoodGood6585
November 199399.5Not deficientGoodGoodSatisfactory6585