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K-96 HWY WB over SPRING BRANCH TRIB #4

Map 

Coordinates:
+37.68545, -97.18542
37°41'08" N, 97°11'08" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:K-96 HWY WB over SPRING BRANCH TRIB #4
Structure number:999909600874231
Location:10.15 MI NE OF I135/K96
Purpose:Carries highway over waterway
Route classification:Principal Arterial - Other Freeways or Expressways (Urban) [12]
Length of largest span:44.0 ft. [13.4 m]
Total length:112.5 ft. [34.3 m]
Roadway width between curbs:42.7 ft. [13.0 m]
Deck width edge-to-edge:44.3 ft. [13.5 m]
Owner:State Highway Agency [01]
Year built:1994
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 continuous [2]
Main spans design:Slab [01]
Deck type:Not applicable [N]
Wearing surface:Epoxy Overlay [5]

Latest Available Inspection: August 2016 

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:9,450 [as of 2015]
Truck traffic:6% of total traffic
Deck condition:Very Good [8 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Very Good [8 out of 9]
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Superior to present desirable criteria [9]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. [8]
Scour condition:Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Operating rating:67.9 tons [61.7 metric tons]
Inventory rating:40.9 tons [37.2 metric tons]
Sufficiency rating:100.0
Recommended work:Bridge deck replacement with only incidental widening. [37]
Estimated cost of work:$165,000

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
August 2016100.0GoodVery GoodGoodVery Good-9450
August 2014100.0GoodVery GoodGoodVery Good-9250
September 2012100.0GoodGoodGoodVery Good-8700
August 2010100.0GoodGoodGoodVery Good-8600
August 2008100.0GoodGoodGoodVery Good-7650
August 200681.0GoodGoodGoodVery GoodFO6900
August 200481.0GoodGoodGoodVery GoodFO6150
August 200283.0GoodGoodGoodVery Good-6050
March 200083.0GoodGoodVery GoodVery Good-5535
August 199883.0GoodGoodVery GoodVery Good-5535
April 199681.0GoodGoodVery GoodVery Good-4320
August 199486.9GoodVery GoodVery GoodVery Good-3325