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EASTERN over GYPSUM CREEK

Map 

Coordinates:
+37.67824, -97.23654
37°40'42" N, 97°14'12" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:EASTERN over GYPSUM CREEK
Structure number:530400870GC1020
Location:EASTERN AT ORME
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Local (Urban) [19]
Length of largest span:52.2 ft. [15.9 m]
Total length:128.0 ft. [39.0 m]
Roadway width between curbs:32.8 ft. [10.0 m]
Deck width edge-to-edge:47.9 ft. [14.6 m]
Skew angle:30°
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:Concrete continuous [2]
Main spans design:Slab [01]
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:300 [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:Better than present minimum criteria [7]
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:77.9 tons [70.8 metric tons]
Inventory rating:46.9 tons [42.6 metric tons]
Sufficiency rating:99.0

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
November 201599.0GoodGoodGoodGood-300
October 201399.0GoodGoodGoodVery Good-300
December 2011100.0GoodGoodGoodVery Good-300
November 2009100.0GoodGoodGoodVery Good-300
July 2007100.0GoodGoodVery GoodVery Good-300
November 2002100.0GoodVery GoodVery GoodVery Good-210
February 2000100.0GoodVery GoodVery GoodVery Good-210
January 199942.8FairFairFairSatisfactorySD200
March 199750.8FairSatisfactorySatisfactoryGoodSD200
January 199549.0FairSatisfactorySatisfactoryGood-201
May 199357.5GoodGoodGoodGood-201
May 199166.6GoodGoodGoodGood-201