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MURDOCK over WICHITA DRAINAGE CANAL

Map 

Coordinates:
+37.69764, -97.31676
37°41'52" N, 97°19'00" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:MURDOCK over WICHITA DRAINAGE CANAL
Structure number:530400870WDC120
Location:MURDOCK AT I-135
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Local (Urban) [19]
Length of largest span:59.1 ft. [18.0 m]
Total length:147.6 ft. [45.0 m]
Roadway width between curbs:32.2 ft. [9.8 m]
Deck width edge-to-edge:32.2 ft. [9.8 m]
Skew angle:13°
Owner:City or Municipal Highway Agency [04]
Year built:1925
Year reconstructed: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: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:1,500 [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:Very Good [8 out of 9]
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. [8]
Pier/abutment protection:Navigation protection not required [1]
Scour condition:Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Operating rating:82.8 tons [75.3 metric tons]
Inventory rating:35.0 tons [31.8 metric tons]
Sufficiency rating:98.7

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
December 201598.7GoodGoodGoodVery Good-1500
November 201397.7GoodGoodVery GoodVery Good-1500
December 201198.7GoodGoodVery GoodVery Good-1500
December 200998.7GoodGoodVery GoodVery Good-1500
August 200798.7GoodVery GoodVery GoodVery Good-1500
November 200294.8GoodVery GoodVery GoodVery Good-11372
February 200064.3PoorPoorPoorFairSD11372
March 199766.8PoorPoorPoorFairSD1100
January 199566.9PoorPoorPoorFair-1100
May 199374.0FairFairFairSatisfactory-1131
May 199191.9FairSatisfactorySatisfactorySatisfactory-1131