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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 

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. ratingEvaluationDeckSuper.Sub.ADT
November 201599.0Not deficientGoodGoodGood300
October 201399.0Not deficientGoodGoodVery Good300
December 2011100.0Not deficientGoodGoodVery Good300
November 2009100.0Not deficientGoodGoodVery Good300
July 2007100.0Not deficientGoodVery GoodVery Good300
November 2002100.0Not deficientVery GoodVery GoodVery Good210
February 2000100.0Not deficientVery GoodVery GoodVery Good210
January 199942.8Structurally deficientFairFairSatisfactory200
March 199750.8Structurally deficientSatisfactorySatisfactoryGood200
January 199549.0Not deficientSatisfactorySatisfactoryGood201
May 199357.5Not deficientGoodGoodGood201
May 199166.6Not deficientGoodGoodGood201