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US54/US400 HWY EB over SYCAMORE ST

Map 

Coordinates:
+37.67788, -97.34689
37°40'40" N, 97°20'49" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:US54/US400 HWY EB over SYCAMORE ST
Structure number:999905400873871
Location:JCT SYCAMORE ST/US54 EB
Purpose:Carries highway over highway
Route classification:Principal Arterial - Other Freeways or Expressways (Urban) [12]
Length of largest span:75.1 ft. [22.9 m]
Total length:163.7 ft. [49.9 m]
Roadway width between curbs:64.0 ft. [19.5 m]
Deck width edge-to-edge:66.9 ft. [20.4 m]
Vertical clearance below bridge:16.1 ft. [4.9 m]
Skew angle:20°
Owner:State Highway Agency [01]
Year built:1993
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 22.5 / HS 25 [9]
Number of main spans:3
Main spans material:Prestressed concrete continuous [6]
Main spans design:Stringer/Multi-beam or girder [02]
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:51,000 [as of 2014]
Truck traffic:4% of total traffic
Deck condition:Good [7 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:Better than present minimum criteria [7]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Scour condition:Bridge not over waterway. [N]
Operating rating:65.9 tons [59.9 metric tons]
Inventory rating:38.9 tons [35.4 metric tons]
Sufficiency rating:94.2
Recommended work:Bridge deck replacement with only incidental widening. [37]
Estimated cost of work:$362,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
August 201494.2Not deficientGoodVery GoodVery Good51000
August 201294.5Not deficientGoodVery GoodVery Good47800
September 201094.5Not deficientGoodVery GoodVery Good47350
September 200894.2Not deficientGoodVery GoodVery Good51000
August 200694.2Not deficientGoodVery GoodVery Good50500
August 200494.3Not deficientGoodVery GoodVery Good49700
August 200294.4Not deficientGoodVery GoodVery Good48150
April 200094.5Not deficientGoodVery GoodVery Good47525
August 199894.5Not deficientGoodVery GoodVery Good47525
May 199693.2Not deficientVery GoodVery GoodVery Good40075
August 199494.4Not deficientVery GoodVery GoodVery Good48360
July 199389.8Not deficientVery GoodVery GoodVery Good53740