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US54/US400 HWY EB over GROVE ST

Map 

Coordinates:
+37.67932, -97.30811
37°40'46" N, 97°18'29" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:US54/US400 HWY EB over GROVE ST
Structure number:999905400873001
Location:US54 & GROVE ST
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:51.8 ft. [15.8 m]
Deck width edge-to-edge:54.1 ft. [16.5 m]
Vertical clearance below bridge:17.4 ft. [5.3 m]
Skew angle:
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: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:Very Good [8 out of 9]
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Underclearances appraisal:Meets minimum tolerable limits to be left in place as is [4]
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:97.0
Recommended work:Bridge deck replacement with only incidental widening. [37]
Estimated cost of work:$302,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
August 201497.0Not deficientGoodGoodVery Good47050
September 201297.0Not deficientGoodGoodVery Good39650
August 201097.0Not deficientGoodGoodVery Good39250
December 200997.0Not deficientGoodGoodVery Good37150
September 200896.0Not deficientGoodGoodVery Good35950
August 200696.0Not deficientGoodGoodVery Good38900
August 200496.0Not deficientGoodGoodVery Good40950
August 200296.0Not deficientGoodGoodVery Good37750
April 200096.0Not deficientGoodGoodVery Good28365
August 199896.0Not deficientGoodGoodVery Good28365
May 199693.0Not deficientVery GoodGoodVery Good29905
October 199594.0Not deficientVery GoodGoodVery Good28660
August 199494.0Not deficientSatisfactoryGoodVery Good26235
March 199296.0Not deficientGoodGoodVery Good27290
May 199097.0Not deficientGoodGoodVery Good25745