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DOUGLAS AVENUE over GYPSUM CREEK

Map 

Coordinates:
+37.68656, -97.24029
37°41'12" N, 97°14'25" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:DOUGLAS AVENUE over GYPSUM CREEK
Structure number:530400870061400
Location:DOUGLAS AT bonnie brae
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:12.1 ft. [3.7 m]
Total length:50.9 ft. [15.5 m]
Owner:City or Municipal Highway Agency [04]
Year built:1969
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:M 18 / H 20 [4]
Number of main spans:4
Main spans material:Concrete [1]
Main spans design:Culvert [19]
Deck type:Not applicable [N]
Wearing surface:Bituminous [6]

Latest Available Inspection: November 2015 

Status:Posted for load [P]
Average daily traffic:11,000 [as of 2006]
Truck traffic:1% of total traffic
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Water adequacy appraisal:Better than present minimum criteria [7]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. [7]
Culvert condition:Deterioration or initial disintegration, minor chloride contamination, cracking with some leaching, or spalls on concrete or masonry walls and slabs. Local minor scouring at curtain walls, wingwalls or pipes. Metal culverts have a smooth curvature, non-symmetrical shape, significant corrosion or moderate pitting. [6]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:39.9 tons [36.3 metric tons]
Inventory rating:24.0 tons [21.8 metric tons]
Sufficiency rating:70.5
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$220,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
November 201570.5Not deficient---11000
October 201370.5Not deficient---11000
September 201164.3Functionally obsolete---11000
November 200964.3Functionally obsolete---11000
July 200764.3Functionally obsolete---11000
December 200263.4Functionally obsolete---10702
February 200063.4Functionally obsolete---10702
March 199765.0Functionally obsolete---7895
January 199566.7Functionally obsolete---7500
May 199379.8Functionally obsolete---11936
May 199179.8Functionally obsolete---11936