Share:

HILLSIDE AVENUE over GYPSUM CREEK TRIB.

Map 

Coordinates:
+37.64586, -97.29877
37°38'45" N, 97°17'56" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:HILLSIDE AVENUE over GYPSUM CREEK TRIB.
Structure number:53040087000DC30
Location:HILLSIDE AT GLEN OAKS
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:18.0 ft. [5.5 m]
Total length:58.1 ft. [17.7 m]
Skew angle:30°
Owner:City or Municipal Highway Agency [04]
Year built:1961
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:3
Main spans material:Concrete [1]
Main spans design:Culvert [19]
Deck type:Not applicable [N]
Wearing surface:Bituminous [6]

Latest Available Inspection: December 2015 

Status:Open, no restriction [A]
Average daily traffic:8,500 [as of 2006]
Truck traffic:2% of total traffic
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Water adequacy appraisal:Better than present minimum criteria [7]
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]
Culvert condition:Deterioration or initial disintegration, minor chloride contamination, cracking with some leaching, or spalls on concrete or masonry walls and slabs. Local minor scouring at curtain walls, wingwalls or pipes. Metal culverts have a smooth curvature, non-symmetrical shape, significant corrosion or moderate pitting. [6]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:39.9 tons [36.3 metric tons]
Inventory rating:24.0 tons [21.8 metric tons]
Sufficiency rating:71.0

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
December 201571.0Not deficient---8500
November 201368.0Not deficient---8500
September 201164.9Functionally obsolete---8500
November 200964.9Functionally obsolete---8500
July 200764.9Functionally obsolete---8500
November 200262.3Functionally obsolete---8672
February 200062.3Functionally obsolete---8672
March 199763.8Functionally obsolete---6638
January 199565.0Functionally obsolete---8000
May 199378.3Functionally obsolete---9749
May 199178.3Functionally obsolete---9749