Share:

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 

Good/Fair/Poor Condition:Good
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. RatingConditionDeckSuperstructureSubstructureSD/FOADT
December 201579.2GoodVery GoodVery GoodVery Good-6000
November 201379.2GoodVery GoodVery GoodVery Good-6000
September 201179.2GoodVery GoodVery GoodVery Good-6000
November 200979.2GoodVery GoodVery GoodVery Good-6000
November 200879.2GoodVery GoodVery GoodVery Good-6000
July 200777.2GoodGoodGoodGoodFO6000
November 200278.7GoodGoodGoodGoodFO5112
February 200078.7GoodVery GoodVery GoodGoodFO5112
March 199776.6GoodVery GoodVery GoodGoodFO8030
January 199576.5GoodVery GoodVery GoodGoodFO8668
May 199363.8GoodVery GoodVery GoodVery GoodFO8668
May 199174.0GoodVery GoodVery GoodVery GoodFO7564