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DOUGLAS AVENUE over GYPSUM CREEK EAST BRANCH

Map 

Coordinates:
+37.68656, -97.23435
37°41'12" N, 97°14'04" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:DOUGLAS AVENUE over GYPSUM CREEK EAST BRANCH
Structure number:53040087000614E
Location:DOUGLAS AT LINDEN DRIVE
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:38.1 ft. [11.6 m]
Owner:City or Municipal Highway Agency [04]
Year built:1970
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:Low slump Concrete [4]

Latest Available Inspection: November 2015 

Status:Posted for load [P]
Average daily traffic:11,000 [as of 2006]
Truck traffic:2% of total traffic
Structural appraisal:Basically intolerable requiring high priority of replacement [2]
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:Shrinkage cracks, light scaling and insignificant spalling which does not expose reinforcing steel. Insignificant damage caused by drift with no misalignment and not requiring corrective action. Some minor scouring has occured near curtain walls, wingwalls or pipes. Metal culverts have a smooth symmetrical curvature with superficial corrosion and no pitting. [7]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:27.9 tons [25.4 metric tons]
Inventory rating:16.9 tons [15.4 metric tons]
Evaluation:Structurally deficient [1]
Sufficiency rating:52.2
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$215,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
November 201552.2Structurally deficient---11000
October 201352.2Structurally deficient---11000
September 201148.8Structurally deficient---11000
November 200948.8Structurally deficient---11000
July 200748.8Structurally deficient---11000
November 200248.7Structurally deficient---8278
February 200048.7Functionally obsolete---8278
March 199749.9Functionally obsolete---7422
January 199551.5Functionally obsolete---7500
May 199378.9Functionally obsolete---5561
May 199178.9Functionally obsolete---5561