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DOUGLAS AVENUE over STREAM

Map

Coordinates:
+39.06583, -94.74556
39°03'57" N, 94°44'44" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:DOUGLAS AVENUE over STREAM
Structure number:514301050000360
Location:DOUGLAS AVE E OF THORN DR
Purpose:Carries highway over waterway
Route classification:Local (Urban) [19]
Length of largest span:15.1 ft. [4.6 m]
Total length:69.9 ft. [21.3 m]
Roadway width between curbs:23.6 ft. [7.2 m]
Deck width edge-to-edge:26.2 ft. [8.0 m]
Owner:County Highway Agency [02]
Year built:1970
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:5
Main spans material:Wood or timber [7]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Wood or Timber [8]
Wearing surface:Other [9]

Latest Available Inspection: April 2015

Good/Fair/Poor Condition:Poor
Status:Posted for load [P]
Average daily traffic:1,500 [as of 1993]
Truck traffic:75% of total traffic
Deck condition:Poor [4 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal:Basically intolerable requiring high priority of corrrective action [3]
Water adequacy appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Roadway alignment appraisal:Equal to present minimum criteria [6]
Channel protection:Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. [6]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:33.9 tons [30.8 metric tons]
Inventory rating:24.0 tons [21.8 metric tons]
Sufficiency rating:61.4
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$208,000

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
April 201561.4PoorPoorGoodSatisfactorySD1500
May 201363.4FairFairGoodSatisfactoryFO1500
March 201164.4FairSatisfactoryGoodGoodFO1500
March 200964.4GoodGoodGoodGoodFO1500
May 200764.4GoodVery GoodGoodGoodFO1500
March 200562.4GoodVery GoodGoodGoodFO1500
October 200162.4FairSatisfactoryGoodGoodFO1500
November 199962.1FairSatisfactoryGoodGoodFO1500
August 199763.4FairSatisfactoryGoodGoodFO1500
November 199563.1FairSatisfactoryGoodGoodFO1500
November 199364.1FairSatisfactoryGoodGoodFO1500