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WEBB ROAD over TRIB TO GYPSUM CREEK

Map 

Coordinates:
+37.69333, -97.22667
37°41'36" N, 97°13'36" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:WEBB ROAD over TRIB TO GYPSUM CREEK
Structure number:5304008700GCT10
Location:WEBB AND MELLOR
Purpose:Carries highway over waterway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:11.2 ft. [3.4 m]
Total length:35.1 ft. [10.7 m]
Owner:City or Municipal Highway Agency [04]
Year built:1980
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:3
Main spans material:Concrete [1]
Main spans design:Culvert [19]
Deck type:Not applicable [N]
Wearing surface:Bituminous [6]

Latest Available Inspection: November 2015 

Status:Open, no restriction [A]
Average daily traffic:17,500 [as of 2006]
Truck traffic:2% of total traffic
Structural appraisal:Equal to present minimum criteria [6]
Water adequacy appraisal:Better than present minimum criteria [7]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. [6]
Pier/abutment protection:Navigation protection not required [1]
Culvert condition:Deterioration or initial disintegration, minor chloride contamination, cracking with some leaching, or spalls on concrete or masonry walls and slabs. Local minor scouring at curtain walls, wingwalls or pipes. Metal culverts have a smooth curvature, non-symmetrical shape, significant corrosion or moderate pitting. [6]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:44.9 tons [40.8 metric tons]
Inventory rating:27.0 tons [24.5 metric tons]
Sufficiency rating:72.6

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
November 201572.6Not deficient---17500
October 201373.6Not deficient---17500
September 201169.4Functionally obsolete---17500
November 200969.4Functionally obsolete---17500
July 200769.4Functionally obsolete---17500
October 200374.7Not deficient---15680