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HARRY STREET over GYPSUM CREEK

Map 

Coordinates:
+37.66468, -97.25135
37°39'53" N, 97°15'05" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:HARRY STREET over GYPSUM CREEK
Structure number:53040087000GC90
Location:HARRY AT KANSAS TURNPIKE
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:185.0 ft. [56.4 m]
Roadway width between curbs:49.2 ft. [15.0 m]
Deck width edge-to-edge:63.0 ft. [19.2 m]
Skew angle:40°
Owner:City or Municipal Highway Agency [04]
Year built:1981
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:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Latex Concrete or similar additive [3]

Latest Available Inspection: November 2015 

Status:Open, no restriction [A]
Average daily traffic:20,500 [as of 2006]
Truck traffic:4% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Very Good [8 out of 9]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
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]
Scour condition:Bridge foundations determined to be stable for assessed or calculated scour conditions; field review indicates action is required. [4]
Operating rating:37.0 tons [33.6 metric tons]
Inventory rating:23.0 tons [20.9 metric tons]
Evaluation:Functionally obsolete [2]
Sufficiency rating:59.5

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
November 201559.5Functionally obsoleteGoodGoodVery Good20500
November 201359.5Functionally obsoleteGoodGoodVery Good20500
September 201159.5Functionally obsoleteGoodGoodVery Good20500
November 200959.5Functionally obsoleteGoodGoodVery Good20500
July 200759.5Functionally obsoleteGoodGoodVery Good20500
December 200255.1Functionally obsoleteGoodGoodVery Good26735
February 200056.1Functionally obsoleteGoodVery GoodVery Good26735
March 199750.1Functionally obsoleteVery GoodVery GoodVery Good23954
January 199549.2Functionally obsoleteVery GoodVery GoodVery Good29000
May 199371.9Functionally obsoleteVery GoodVery GoodExcellent23633
May 199171.0Functionally obsoleteExcellentExcellentExcellent23633