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


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 

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. ratingEvaluationDeckSuper.Sub.ADT
December 201598.7Not deficientGoodGoodVery Good1500
November 201397.7Not deficientGoodVery GoodVery Good1500
December 201198.7Not deficientGoodVery GoodVery Good1500
December 200998.7Not deficientGoodVery GoodVery Good1500
August 200798.7Not deficientVery GoodVery GoodVery Good1500
November 200294.8Not deficientVery GoodVery GoodVery Good11372
February 200064.3Structurally deficientPoorPoorFair11372
March 199766.8Structurally deficientPoorPoorFair1100
January 199566.9Not deficientPoorPoorFair1100
May 199374.0Not deficientFairFairSatisfactory1131
May 199191.9Not deficientSatisfactorySatisfactorySatisfactory1131