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RAMP N TO E over GROVE ST

Map 

Coordinates:
+37.67911, -97.30832
37°40'45" N, 97°18'30" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:RAMP N TO E over GROVE ST
Structure number:999905400873021
Location:KELLOGG & GROVE
Purpose:Carries highway over highway
Route classification:Principal Arterial - Other Freeways or Expressways (Urban) [12]
Length of largest span:51.2 ft. [15.6 m]
Total length:183.7 ft. [56.0 m]
Roadway width between curbs:36.1 ft. [11.0 m]
Deck width edge-to-edge:38.4 ft. [11.7 m]
Vertical clearance below bridge:16.1 ft. [4.9 m]
Skew angle:24°
Owner:State Highway Agency [01]
Year built:1976
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:37,150 [as of 2009]
Truck traffic:6% of total traffic
Deck condition:Very Good [8 out of 9]
Superstructure condition:Very Good [8 out of 9]
Substructure condition:Very Good [8 out of 9]
Structural appraisal:Equal to present desirable criteria [8]
Deck geometry appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
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:78.9 tons [71.7 metric tons]
Inventory rating:46.9 tons [42.6 metric tons]
Sufficiency rating:97.0
Recommended work:Bridge deck replacement with only incidental widening. [37]
Estimated cost of work:$228,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
August 201497.0Not deficientVery GoodVery GoodVery Good37150
September 201297.0Not deficientVery GoodVery GoodVery Good37150
August 201097.0Not deficientVery GoodVery GoodVery Good37150
September 200897.0Not deficientGoodGoodVery Good37150
August 200696.9Not deficientGoodGoodVery Good38900
August 200496.9Not deficientGoodGoodVery Good40950
August 200297.0Not deficientGoodGoodVery Good8944
April 200097.0Not deficientGoodGoodVery Good8944
August 199897.0Not deficientGoodGoodVery Good8944
May 199694.0Not deficientGoodGoodVery Good8944
August 199494.0Not deficientGoodVery GoodVery Good8944
March 199295.0Not deficientVery GoodVery GoodVery Good8944
May 199096.0Not deficientVery GoodVery GoodVery Good8944