Share:

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 

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]
Evaluation:Functionally obsolete [2]
Sufficiency rating:75.8

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
November 201575.8Functionally obsoleteGoodGoodGood9320
October 201375.8Functionally obsoleteGoodGoodGood9320
October 201175.8Functionally obsoleteGoodGoodVery Good9320
November 200975.8Functionally obsoleteGoodGoodVery Good9320
May 200776.8Functionally obsoleteGoodGoodVery Good9320
November 200276.8Functionally obsoleteGoodGoodVery Good9566
February 200076.8Functionally obsoleteGoodVery GoodVery Good9566
March 199795.0Not deficientVery GoodVery GoodVery Good13140
January 199590.6Functionally obsoleteVery GoodVery GoodVery Good9206
April 199370.2Not deficientExcellentExcellentExcellent9206
October 199070.3Not deficientExcellentExcellentExcellent9016