Share:

WB U54/WN-WS RAMP over GROVE ST

Map 

Coordinates:
+37.67887, -97.30832
37°40'44" N, 97°18'30" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:WB U54/WN-WS RAMP over GROVE ST
Structure number:999905400873011
Location:KELLOGG & GROVE
Purpose:Carries highway over highway
Route classification:Principal Arterial - Other Freeways or Expressways (Urban) [12]
Length of largest span:46.9 ft. [14.3 m]
Total length:168.6 ft. [51.4 m]
Roadway width between curbs:72.5 ft. [22.1 m]
Deck width edge-to-edge:74.5 ft. [22.7 m]
Vertical clearance below bridge:15.7 ft. [4.8 m]
Skew angle:
Owner:State Highway Agency [01]
Year built:1976
Year reconstructed:2009
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:4
Main spans material:Concrete continuous [2]
Main spans design:Slab [01]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Epoxy Overlay [5]

Latest Available Inspection: August 2014 

Status:Open, no restriction [A]
Average daily traffic:47,050 [as of 2014]
Truck traffic:3% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Meets minimum tolerable limits to be left in place as is [4]
Underclearances appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Roadway alignment appraisal:Better than present minimum criteria [7]
Scour condition:Bridge not over waterway. [N]
Operating rating:77.9 tons [70.8 metric tons]
Inventory rating:45.9 tons [41.7 metric tons]
Sufficiency rating:92.0
Recommended work:Bridge deck replacement with only incidental widening. [37]
Estimated cost of work:$421,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
August 201492.0Not deficientGoodGoodGood47050
September 201292.0Not deficientGoodGoodGood39650
August 201092.0Not deficientGoodGoodGood78500
December 200998.0Not deficientGoodGoodGood74300
September 200897.0Not deficientGoodGoodGood71900
August 200697.0Not deficientGoodGoodGood77800
August 200497.0Not deficientVery GoodGoodGood81900
August 200297.0Not deficientVery GoodGoodGood37750
April 200097.0Not deficientVery GoodGoodGood28365
August 199897.0Not deficientVery GoodGoodGood28365
May 199694.0Not deficientVery GoodGoodGood29905
October 199595.0Not deficientVery GoodGoodGood28660
August 199495.0Not deficientGoodGoodGood26235
March 199296.0Not deficientGoodGoodVery Good27290
May 199097.0Not deficientGoodGoodVery Good25745