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ROLLING HILLS over WESTLINK TRIB COWSKIN CR

Map

Coordinates:
+37.68785, -97.44518
37°41'16" N, 97°26'43" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts

Name:ROLLING HILLS over WESTLINK TRIB COWSKIN CR
Structure number:530400870CCWR20
Location:ROLLING HILLS AT WOOD LN
Purpose:Carries highway over waterway
Route classification:Collector (Urban) [17]
Length of largest span:9.8 ft. [3.0 m]
Total length:44.0 ft. [13.4 m]
Owner:City or Municipal Highway Agency [04]
Year built:1968
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:4
Main spans material:Concrete [1]
Main spans design:Culvert [19]
Deck type:Not applicable [N]
Wearing surface:Bituminous [6]

Latest Available Inspection: December 2015

Good/Fair/Poor Condition:Fair
Status:Posted for load [P]
Average daily traffic:840 [as of 2006]
Truck traffic:1% of total traffic
Structural 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]
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:22.0 tons [20.0 metric tons]
Inventory rating:13.0 tons [11.8 metric tons]
Sufficiency rating:65.5
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$350,000

Previous Inspections

DateSuff. RatingConditionCulvert ConditionSD/FOADT
December 201565.5Fair6 out of 10SD840
October 201365.5Good7 out of 10SD840
December 201159.4Good7 out of 10SD840
October 200959.4Good7 out of 10FO840
May 200759.4Good7 out of 10FO840
December 200257.4Good7 out of 10SD840
January 200057.4Good7 out of 10FO840
February 199756.2Good7 out of 10FO800
January 199555.6Good7 out of 10FO800
May 199351.5Good8 out of 10FO780
May 199151.2Good8 out of 10FO780