K-96 HWY over STREAM


+37.74547, -97.27645
37°44'44" N, 97°16'35" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.


Name:K-96 HWY over STREAM
Structure number:999909600872751
Location:1.94 MI E OF I-135/K-96
Purpose:Carries highway over waterway
Route classification:Principal Arterial - Other Freeways or Expressways (Urban) [12]
Length of largest span:9.8 ft. [3.0 m]
Total length:44.6 ft. [13.6 m]
Skew angle:45°
Owner:State Highway Agency [01]
Year built:1992
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:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: August 2016

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:58,400 [as of 2015]
Truck traffic:4% of total traffic
Structural appraisal:Better than present minimum criteria [7]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. [7]
Culvert condition:Shrinkage cracks, light scaling and insignificant spalling which does not expose reinforcing steel. Insignificant damage caused by drift with no misalignment and not requiring corrective action. Some minor scouring has occured near curtain walls, wingwalls or pipes. Metal culverts have a smooth symmetrical curvature with superficial corrosion and no pitting. [7]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:59.8 tons [54.4 metric tons]
Inventory rating:36.0 tons [32.7 metric tons]
Sufficiency rating:85.0
Recommended work:Bridge deck replacement with only incidental widening. [37]
Estimated cost of work:$92,000

Previous Inspections

DateSuff. RatingConditionCulvert ConditionSD/FOADT
August 201685.0Good7 out of 10-58400
August 201485.0Good7 out of 10-57300
September 201285.0Good7 out of 10-58900
August 201085.0Good7 out of 10-58300
August 200885.0Good7 out of 10-59200
August 200685.0Good7 out of 10-59500
August 200485.0Good7 out of 10-55800
August 200285.0Good7 out of 10-51600
February 200085.0Good7 out of 10-50890
September 199885.0Good7 out of 10-50890
April 199683.0Good7 out of 10-35510
July 199424.0Good7 out of 10-33400