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WASSALL over GYPSUM CREEK TRIB.

Map 

Coordinates:
+37.64235, -97.30532
37°38'32" N, 97°18'19" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:WASSALL over GYPSUM CREEK TRIB.
Structure number:53040087000DC10
Location:WASSALL AT RANGE DRIVE
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Local (Urban) [19]
Length of largest span:36.1 ft. [11.0 m]
Total length:88.9 ft. [27.1 m]
Roadway width between curbs:32.8 ft. [10.0 m]
Deck width edge-to-edge:44.0 ft. [13.4 m]
Owner:City or Municipal Highway Agency [04]
Year built:1954
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:M 18 / H 20 [4]
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:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: December 2015 

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:350 [as of 2006]
Truck traffic:1% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
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 condition. [5]
Operating rating:41.9 tons [38.1 metric tons]
Inventory rating:25.0 tons [22.7 metric tons]
Sufficiency rating:87.1

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
December 201587.1FairSatisfactorySatisfactoryGood-350
November 201387.1FairSatisfactoryGoodGood-350
September 201188.1FairSatisfactoryGoodGood-350
November 200988.1GoodGoodGoodGood-350
July 200757.3FairSatisfactoryGoodGoodSD350
November 200254.2FairSatisfactorySatisfactorySatisfactorySD340
February 200054.2FairSatisfactorySatisfactorySatisfactoryFO340
March 199789.5FairSatisfactorySatisfactorySatisfactory-325
January 199553.9FairSatisfactorySatisfactoryGoodFO325
May 1993100.0FairSatisfactorySatisfactoryVery Good-312
May 1991100.0FairSatisfactorySatisfactoryVery Good-312