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C6575-WOODLAWN ST over US-54 HWY

Map 

Coordinates:
+37.67917, -97.26194
37°40'45" N, 97°15'43" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:C6575-WOODLAWN ST over US-54 HWY
Structure number:999905400874991
Location:7.7 M W SEDWICK E COLN
Purpose:Carries highway over highway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:120.7 ft. [36.8 m]
Total length:124.7 ft. [38.0 m]
Roadway width between curbs:70.9 ft. [21.6 m]
Deck width edge-to-edge:136.2 ft. [41.5 m]
Vertical clearance below bridge:17.7 ft. [5.4 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:17,595 [as of 2010]
Truck traffic:4% 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:Meets minimum tolerable limits to be left in place as is [4]
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:70.8 tons [64.4 metric tons]
Inventory rating:51.9 tons [47.2 metric tons]
Sufficiency rating:78.5
Recommended work:Bridge deck replacement with only incidental widening. [37]
Estimated cost of work:$304,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
August 201478.5Not deficientVery GoodVery GoodVery Good17595
September 201278.5Not deficientVery GoodVery GoodVery Good17595
August 201093.5Not deficientVery GoodVery GoodVery Good-
September 200893.5Not deficientVery GoodVery GoodVery Good-