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DOUGLAS AVENUE over ARKANSAS RIVER

Map 

Coordinates:
+37.68547, -97.34388
37°41'08" N, 97°20'38" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:DOUGLAS AVENUE over ARKANSAS RIVER
Structure number:430400876370010
Location:DOUGLAS AT MCLEAN BLVD.
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:129.9 ft. [39.6 m]
Total length:390.1 ft. [118.9 m]
Roadway width between curbs:60.0 ft. [18.3 m]
Deck width edge-to-edge:89.9 ft. [27.4 m]
Owner:City or Municipal Highway Agency [04]
Year built:1999
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:Steel continuous [4]
Main spans design:Box beam or girders - Multiple [05]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Latex Concrete or similar additive [3]

Latest Available Inspection: December 2015 

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:15,500 [as of 2006]
Truck traffic:2% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Better than present minimum criteria [7]
Deck geometry 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]
Pier/abutment protection:Navigation protection not required [1]
Scour condition:Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Operating rating:54.9 tons [49.9 metric tons]
Inventory rating:40.9 tons [37.2 metric tons]
Sufficiency rating:93.5

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
December 201593.5GoodGoodGoodGoodFO15500
November 201396.5GoodGoodGoodVery Good-15500
September 201179.1GoodGoodGoodVery GoodFO15500
December 200979.1GoodVery GoodVery GoodVery GoodFO15500
August 200779.1GoodVery GoodVery GoodVery Good-15500
November 200279.2GoodVery GoodVery GoodVery Good-15042
February 200079.2GoodVery GoodVery GoodVery Good-15042
March 199738.4FairFairFairFairSD16902
January 199548.6FairSatisfactorySatisfactoryGood-14700
May 199379.5FairSatisfactorySatisfactoryGoodFO15562
May 199175.5FairSatisfactorySatisfactoryGoodFO15562