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HILLSIDE AVENUE over EAST FORK CHISHOLM CR.

Map 

Coordinates:
+37.73656, -97.29898
37°44'12" N, 97°17'56" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:HILLSIDE AVENUE over EAST FORK CHISHOLM CR.
Structure number:53040087WDCE10B
Location:HILLSIDE AT 27TH. ST. N.
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:52.2 ft. [15.9 m]
Total length:131.9 ft. [40.2 m]
Roadway width between curbs:48.2 ft. [14.7 m]
Deck width edge-to-edge:64.0 ft. [19.5 m]
Owner:City or Municipal Highway Agency [04]
Year built:1948
Year reconstructed:1990
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: November 2015 

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:9,320 [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:Good [7 out of 9]
Structural appraisal:Better than present minimum criteria [7]
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 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]
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:54.9 tons [49.9 metric tons]
Inventory rating:32.9 tons [29.9 metric tons]
Sufficiency rating:75.8

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
November 201575.8GoodGoodGoodGoodFO9320
October 201375.8GoodGoodGoodGoodFO9320
October 201175.8GoodGoodGoodVery GoodFO9320
November 200975.8GoodGoodGoodVery GoodFO9320
May 200776.8GoodGoodGoodVery GoodFO9320
November 200276.8GoodGoodGoodVery GoodFO9566
February 200076.8GoodGoodVery GoodVery GoodFO9566
March 199795.0GoodVery GoodVery GoodVery Good-13140
January 199590.6GoodVery GoodVery GoodVery GoodFO9206
April 199370.2GoodExcellentExcellentExcellent-9206
October 199070.3GoodExcellentExcellentExcellent-9016