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HILLSIDE AVENUE over GYPSUM CREEK

Map 

Coordinates:
+37.64200, -97.29878
37°38'31" N, 97°17'56" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:HILLSIDE AVENUE over GYPSUM CREEK
Structure number:53040087000GC20
Location:HILLSIDE AT WASSALL
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:64.0 ft. [19.5 m]
Total length:162.7 ft. [49.6 m]
Roadway width between curbs:48.2 ft. [14.7 m]
Deck width edge-to-edge:64.6 ft. [19.7 m]
Skew angle:20°
Owner:City or Municipal Highway Agency [04]
Year built:2008
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:6,000 [as of 2006]
Truck traffic:2% of total traffic
Deck condition:Very Good [8 out of 9]
Superstructure condition:Very Good [8 out of 9]
Substructure condition:Very Good [8 out of 9]
Structural appraisal:Equal to present desirable criteria [8]
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: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:98.8 tons [89.8 metric tons]
Inventory rating:98.8 tons [89.8 metric tons]
Sufficiency rating:79.2

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
December 201579.2Not deficientVery GoodVery GoodVery Good6000
November 201379.2Not deficientVery GoodVery GoodVery Good6000
September 201179.2Not deficientVery GoodVery GoodVery Good6000
November 200979.2Not deficientVery GoodVery GoodVery Good6000
November 200879.2Not deficientVery GoodVery GoodVery Good6000
July 200777.2Functionally obsoleteGoodGoodGood6000
November 200278.7Functionally obsoleteGoodGoodGood5112
February 200078.7Functionally obsoleteVery GoodVery GoodGood5112
March 199776.6Functionally obsoleteVery GoodVery GoodGood8030
January 199576.5Functionally obsoleteVery GoodVery GoodGood8668
May 199363.8Functionally obsoleteVery GoodVery GoodVery Good8668
May 199174.0Functionally obsoleteVery GoodVery GoodVery Good7564