URB6675, WEBB ROAD over I-35 HWY (KTA)


+37.67511, -97.22616
37°40'30" N, 97°13'34" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.


Name:URB6675, WEBB ROAD over I-35 HWY (KTA)
Structure number:999903500872573
Location:2.04 MI SW US-54
Purpose:Carries highway over highway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:45.9 ft. [14.0 m]
Total length:161.4 ft. [49.2 m]
Roadway width between curbs:47.9 ft. [14.6 m]
Deck width edge-to-edge:53.2 ft. [16.2 m]
Vertical clearance below bridge:14.1 ft. [4.3 m]
Owner:State Toll Authority [31]
Year built:1956
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:Steel continuous [4]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: July 2015 

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:19,060 [as of 2006]
Truck traffic:3% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Basically intolerable requiring high priority of replacement [2]
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:88.6 tons [80.5 metric tons]
Inventory rating:45.8 tons [41.6 metric tons]
Sufficiency rating:74.0
Recommended work:Bridge deck replacement with only incidental widening. [37]
Estimated cost of work:$267,000

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
July 201574.0GoodGoodGoodGoodFO19060
September 201393.0GoodGoodGoodGoodFO19060
June 201293.0GoodGoodGoodGoodFO19060
July 201193.0GoodGoodGoodGoodFO19060
July 201093.0GoodGoodVery GoodGoodFO19060
June 200993.0GoodGoodVery GoodGoodFO19060
June 200893.0GoodGoodVery GoodGoodFO19060
May 200793.0GoodGoodVery GoodGoodFO19060
July 200693.0GoodGoodVery GoodGoodFO20120
June 200593.0GoodGoodVery GoodGoodFO20120
June 200493.0GoodVery GoodVery GoodGoodFO7575
June 200393.0GoodVery GoodVery GoodGoodFO7575
June 200293.0GoodVery GoodVery GoodGoodFO7575
May 200193.0GoodVery GoodVery GoodGoodFO7575
May 200093.0GoodVery GoodVery GoodGoodFO7575
June 199993.0GoodVery GoodVery GoodGoodFO7575
June 199893.0GoodVery GoodVery GoodGoodFO7575
June 199791.0GoodVery GoodExcellentVery GoodFO7575
July 199691.0GoodVery GoodExcellentVery GoodFO7575
June 199491.0GoodVery GoodExcellentVery GoodFO7575
June 199291.0GoodExcellentExcellentExcellentFO7575
August 199161.6PoorSeriousFairFairSD7575