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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 

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]
Evaluation:Structurally deficient [1]
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. ratingEvaluationDeckSuper.Sub.ADT
December 201565.5Structurally deficient---840
October 201365.5Structurally deficient---840
December 201159.4Structurally deficient---840
October 200959.4Functionally obsolete---840
May 200759.4Functionally obsolete---840
December 200257.4Structurally deficient---840
January 200057.4Functionally obsolete---840
February 199756.2Functionally obsolete---800
January 199555.6Functionally obsolete---800
May 199351.5Functionally obsolete---780
May 199151.2Functionally obsolete---780