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MOSLEY over CHISHOLM CREEK

Map 

Coordinates:
+37.72124, -97.32768
37°43'16" N, 97°19'40" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:MOSLEY over CHISHOLM CREEK
Structure number:530400870WDCW10
Location:MOSLEY AT 20TH ST NORTH
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:24.9 ft. [7.6 m]
Total length:54.1 ft. [16.5 m]
Roadway width between curbs:44.0 ft. [13.4 m]
Deck width edge-to-edge:56.8 ft. [17.3 m]
Owner:City or Municipal Highway Agency [04]
Year built:1964
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:2
Main spans material:Concrete continuous [2]
Main spans design:Tee beam [04]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Integral Concrete (separate non-modified layer of concrete added to structural deck) [2]

Latest Available Inspection: November 2015 

Status:Open, no restriction [A]
Average daily traffic:4,000 [as of 2006]
Truck traffic:8% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Fair [5 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal:Better than present minimum criteria [7]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Bank protection is being eroded. River control devices and/or embankment have major damage. Trees and rush restrict the channel. [5]
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:71.8 tons [65.3 metric tons]
Inventory rating:42.9 tons [39.0 metric tons]
Sufficiency rating:85.4

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
November 201585.4Not deficientSatisfactoryFairSatisfactory4000
October 201385.4Not deficientSatisfactoryFairSatisfactory4000
December 201191.4Not deficientSatisfactorySatisfactorySatisfactory4000
November 200991.4Not deficientSatisfactorySatisfactorySatisfactory4000
August 200791.4Not deficientSatisfactoryGoodGood4000
December 200291.4Not deficientSatisfactorySatisfactorySatisfactory3911
February 200091.4Not deficientSatisfactorySatisfactorySatisfactory3911
March 199791.4Not deficientSatisfactorySatisfactorySatisfactory3701
January 199578.3Functionally obsoleteSatisfactoryGoodGood3800
May 199373.9Functionally obsoleteSatisfactoryGoodGood3809
May 199173.9Functionally obsoleteGoodVery GoodVery Good3809