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GEO WASHINGTON BLD over GYPSUM CREEK

Map 

Coordinates:
+37.64749, -97.28549
37°38'51" N, 97°17'08" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:GEO WASHINGTON BLD over GYPSUM CREEK
Structure number:430400876810010
Location:GEO. WASH. AT ROSS PKWY
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:69.9 ft. [21.3 m]
Total length:193.9 ft. [59.1 m]
Roadway width between curbs:49.2 ft. [15.0 m]
Deck width edge-to-edge:64.3 ft. [19.6 m]
Skew angle:35°
Owner:City or Municipal Highway Agency [04]
Year built:1934
Year reconstructed:1994
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:Prestressed concrete continuous [6]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Latex Concrete or similar additive [3]

Latest Available Inspection: December 2015 

Status:Open, no restriction [A]
Average daily traffic:11,400 [as of 2006]
Truck traffic:2% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Very Good [8 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:Equal to present desirable criteria [8]
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]
Scour condition:Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Operating rating:69.9 tons [63.5 metric tons]
Inventory rating:63.9 tons [58.1 metric tons]
Evaluation:Functionally obsolete [2]
Sufficiency rating:78.6

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
December 201578.6Functionally obsoleteGoodVery GoodGood11400
November 201377.6Functionally obsoleteGoodVery GoodGood11400
September 201179.6Functionally obsoleteGoodVery GoodVery Good11400
November 200979.6Functionally obsoleteGoodVery GoodVery Good11400
July 200779.6Functionally obsoleteGoodVery GoodVery Good11400
November 200280.0Functionally obsoleteVery GoodVery GoodVery Good8065
February 200080.0Not deficientVery GoodVery GoodVery Good8065
March 199780.1Not deficientVery GoodVery GoodVery Good7394
January 199580.3Functionally obsoleteExcellentExcellentExcellent7444
November 199122.2Structurally deficientFairPoorFair7444
June 198945.6Structurally deficientFairFairFair7444