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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

Good/Fair/Poor Condition:Good
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]
Sufficiency rating:59.5

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
November 201559.5GoodGoodGoodVery GoodFO20500
November 201359.5GoodGoodGoodVery GoodFO20500
September 201159.5GoodGoodGoodVery GoodFO20500
November 200959.5GoodGoodGoodVery GoodFO20500
July 200759.5GoodGoodGoodVery GoodFO20500
December 200255.1GoodGoodGoodVery GoodFO26735
February 200056.1GoodGoodVery GoodVery GoodFO26735
March 199750.1GoodVery GoodVery GoodVery GoodFO23954
January 199549.2GoodVery GoodVery GoodVery GoodFO29000
May 199371.9GoodVery GoodVery GoodExcellentFO23633
May 199171.0GoodExcellentExcellentExcellentFO23633