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HARVEST LANE over WESTLINK TRIB COWSKIN CR

Map 

Coordinates:
+37.70444, -97.45403
37°42'16" N, 97°27'15" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:HARVEST LANE over WESTLINK TRIB COWSKIN CR
Structure number:530400870CCWR60
Location:HARVEST LN AT WESTLINK
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Collector (Urban) [17]
Length of largest span:12.1 ft. [3.7 m]
Total length:48.9 ft. [14.9 m]
Skew angle:30°
Owner:City or Municipal Highway Agency [04]
Year built:1969
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:755 [as of 2006]
Truck traffic:1% of total traffic
Structural appraisal:Meets minimum tolerable limits to be left in place as is [4]
Water adequacy appraisal:Better than present minimum criteria [7]
Roadway alignment appraisal:Better than present minimum criteria [7]
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:29.9 tons [27.2 metric tons]
Inventory rating:17.9 tons [16.3 metric tons]
Sufficiency rating:73.9
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$425,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
December 201573.9Not deficient---755
October 201373.9Not deficient---755
December 201167.9Not deficient---755
October 200967.9Not deficient---755
May 200767.9Not deficient---755
December 200271.1Not deficient---525
January 200071.1Not deficient---525
February 199771.1Not deficient---500
January 199570.9Not deficient---500
May 199399.0Not deficient---480
May 199196.0Not deficient---480