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KAW DRIVE over BRENNER HEIGHTS CREEK

Map

Coordinates:
+39.10417, -94.70806
39°06'15" N, 94°42'29" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
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

Good/Fair/Poor Condition:Fair
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. RatingConditionDeckSuperstructureSubstructureSD/FOADT
April 201599.4FairSatisfactorySatisfactorySatisfactory-6585
June 201399.4FairSatisfactorySatisfactorySatisfactory-6585
March 201199.4FairSatisfactorySatisfactorySatisfactory-6585
March 200998.4FairFairSatisfactoryGood-6585
March 200798.4FairFairSatisfactoryGood-6585
March 200599.4FairSatisfactorySatisfactoryGood-6585
October 200199.4GoodGoodGoodGood-6585
October 199999.4GoodGoodGoodGood-6585
August 199799.4GoodGoodGoodGood-6585
November 199599.5GoodGoodGoodGood-6585
November 199399.5FairGoodGoodSatisfactory-6585