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US-54 HIGHWAY WB over TYLER ROAD

Map 

Coordinates:
+37.98722, -97.40528
37°59'14" N, 97°24'19" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:US-54 HIGHWAY WB over TYLER ROAD
Structure number:999905400874961
Location:US-54 HWY OVER TYLER ROAD
Purpose:Carries highway over highway
Route classification:Principal Arterial - Other Freeways or Expressways (Urban) [12]
Length of largest span:170.6 ft. [52.0 m]
Total length:429.5 ft. [130.9 m]
Roadway width between curbs:56.1 ft. [17.1 m]
Deck width edge-to-edge:58.7 ft. [17.9 m]
Vertical clearance below bridge:17.4 ft. [5.3 m]
Owner:State Highway Agency [01]
Year built:2004
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:Steel continuous [4]
Main spans design:Box beam or girders - Multiple [05]
Deck type:Not applicable [N]
Wearing surface:Low slump Concrete [4]

Latest Available Inspection: August 2014 

Status:Open, no restriction [A]
Average daily traffic:32,100 [as of 2014]
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:Equal to present minimum criteria [6]
Underclearances appraisal:Basically intolerable requiring high priority of corrrective action [3]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Scour condition:Bridge not over waterway. [N]
Operating rating:96.8 tons [88.0 metric tons]
Inventory rating:57.9 tons [52.6 metric tons]
Evaluation:Functionally obsolete [2]
Sufficiency rating:94.4
Recommended work:Bridge deck replacement with only incidental widening. [37]
Estimated cost of work:$831,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
August 201494.4Functionally obsoleteVery GoodVery GoodVery Good32100
August 201294.5Not deficientVery GoodVery GoodVery Good31050
August 201094.5Not deficientVery GoodVery GoodVery Good30750
August 200894.6Not deficientVery GoodVery GoodVery Good28250
August 200694.6Not deficientVery GoodVery GoodVery Good28750
May 200694.7Not deficient---25850
June 200594.8Not deficient---25350