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

Map 

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

Facts 

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 

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]
Evaluation:Functionally obsolete [2]
Sufficiency rating:74.0
Recommended work:Bridge deck replacement with only incidental widening. [37]
Estimated cost of work:$267,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
July 201574.0Functionally obsoleteGoodGoodGood19060
September 201393.0Functionally obsoleteGoodGoodGood19060
June 201293.0Functionally obsoleteGoodGoodGood19060
July 201193.0Functionally obsoleteGoodGoodGood19060
July 201093.0Functionally obsoleteGoodVery GoodGood19060
June 200993.0Functionally obsoleteGoodVery GoodGood19060
June 200893.0Functionally obsoleteGoodVery GoodGood19060
May 200793.0Functionally obsoleteGoodVery GoodGood19060
July 200693.0Functionally obsoleteGoodVery GoodGood20120
June 200593.0Functionally obsoleteGoodVery GoodGood20120
June 200493.0Functionally obsoleteVery GoodVery GoodGood7575
June 200393.0Functionally obsoleteVery GoodVery GoodGood7575
June 200293.0Functionally obsoleteVery GoodVery GoodGood7575
May 200193.0Functionally obsoleteVery GoodVery GoodGood7575
May 200093.0Functionally obsoleteVery GoodVery GoodGood7575
June 199993.0Functionally obsoleteVery GoodVery GoodGood7575
June 199893.0Functionally obsoleteVery GoodVery GoodGood7575
June 199791.0Functionally obsoleteVery GoodExcellentVery Good7575
July 199691.0Functionally obsoleteVery GoodExcellentVery Good7575
June 199491.0Functionally obsoleteVery GoodExcellentVery Good7575
June 199291.0Functionally obsoleteExcellentExcellentExcellent7575
August 199161.6Structurally deficientSeriousFairFair7575