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DOUGLAS AVENUE over EAST BRANCH DRY CREEK

Map 

Coordinates:
+37.68650, -97.26949
37°41'11" N, 97°16'10" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:DOUGLAS AVENUE over EAST BRANCH DRY CREEK
Structure number:5304008700DC170
Location:DOUGLAS AT BROOKSIDE
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:9.8 ft. [3.0 m]
Total length:32.2 ft. [9.8 m]
Owner:City or Municipal Highway Agency [04]
Year built:1950
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:3
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:Open, no restriction [A]
Average daily traffic:11,500 [as of 2006]
Truck traffic:2% of total traffic
Structural appraisal:Equal to present minimum criteria [6]
Water adequacy appraisal:Equal to present minimum criteria [6]
Roadway alignment appraisal:Equal to present desirable criteria [8]
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]
Pier/abutment protection:Navigation protection not required [1]
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:74.8 tons [68.0 metric tons]
Inventory rating:44.9 tons [40.8 metric tons]
Sufficiency rating:83.7
Recommended work:Other structural work, including hydraulic replacements. [38]
Estimated cost of work:$150,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
November 201583.7Not deficient---11500
November 201383.7Not deficient---11500
September 201168.3Functionally obsolete---11500
November 200968.3Functionally obsolete---11500
July 200779.6Functionally obsolete---11500
November 200277.6Functionally obsolete---11645
February 200077.6Functionally obsolete---11645
March 199762.8Functionally obsolete---9644
January 199565.7Not deficient---10116
May 199380.0Functionally obsolete---10116
May 199179.8Functionally obsolete---12820