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EDGEMOOR ST over US-54 HWY

Map 

Coordinates:
+37.67917, -97.27111
37°40'45" N, 97°16'16" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:EDGEMOOR ST over US-54 HWY
Structure number:999905400874981
Location:7.2 M W SEDGWICK E COLN
Purpose:Carries highway over highway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:141.1 ft. [43.0 m]
Total length:145.0 ft. [44.2 m]
Roadway width between curbs:112.2 ft. [34.2 m]
Deck width edge-to-edge:151.3 ft. [46.1 m]
Vertical clearance below bridge:17.1 ft. [5.2 m]
Skew angle:
Owner:State Highway Agency [01]
Year built:2007
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 22.5 / HS 25 [9]
Main span material:Prestressed concrete [5]
Main span design:Box beam or girders - Multiple [05]
Deck type:Not applicable [N]
Wearing surface:Latex Concrete or similar additive [3]

Latest Available Inspection: August 2014 

Status:Open, no restriction [A]
Average daily traffic:7,775 [as of 2010]
Truck traffic:3% 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:Superior to present desirable criteria [9]
Underclearances appraisal:Basically intolerable requiring high priority of corrrective action [3]
Roadway alignment appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Scour condition:Bridge not over waterway. [N]
Operating rating:74.8 tons [68.0 metric tons]
Inventory rating:45.9 tons [41.7 metric tons]
Sufficiency rating:95.0
Recommended work:Bridge deck replacement with only incidental widening. [37]
Estimated cost of work:$561,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
August 201495.0Not deficientVery GoodVery GoodVery Good7775
September 201295.0Not deficientVery GoodVery GoodVery Good7775
August 201095.0Not deficientVery GoodVery GoodVery Good-
September 200895.0Not deficientVery GoodVery GoodVery Good-