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OLIVER over GYPSUM CREEK

Map 

Coordinates:
+37.64652, -97.28044
37°38'47" N, 97°16'50" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:OLIVER over GYPSUM CREEK
Structure number:430400876525020
Location:OLIVER N KANSAS TURNPIKE
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:44.9 ft. [13.7 m]
Total length:118.1 ft. [36.0 m]
Roadway width between curbs:49.2 ft. [15.0 m]
Deck width edge-to-edge:64.6 ft. [19.7 m]
Owner:City or Municipal Highway Agency [04]
Year built:1952
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:Good
Status:Open, no restriction [A]
Average daily traffic:10,200 [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:Equal to present minimum criteria [6]
Deck geometry appraisal:Basically intolerable requiring high priority of replacement [2]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. [6]
Pier/abutment protection:Navigation protection not required [1]
Scour condition:Bridge foundations determined to be stable for assessed or calculated scour conditions; field review indicates action is required. [4]
Operating rating:45.9 tons [41.7 metric tons]
Inventory rating:27.9 tons [25.4 metric tons]
Sufficiency rating:70.6

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
December 201570.6GoodGoodGoodVery GoodFO10200
November 201371.6GoodGoodVery GoodVery GoodFO10200
September 201171.6GoodGoodVery GoodVery GoodFO10200
November 200971.6GoodGoodVery GoodVery GoodFO10200
July 200771.6GoodGoodVery GoodVery GoodFO10200
November 200265.4GoodGoodGoodGoodFO15823
February 200065.4GoodVery GoodGoodGoodFO15823
March 199769.5GoodVery GoodGoodGoodFO17570
January 199570.3FairSatisfactoryGoodGoodFO14983
May 199351.0GoodGoodGoodVery GoodFO14983
May 199173.8GoodGoodGoodVery GoodFO16016