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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 2014 

Status:Open, no restriction [A]
Average daily traffic:9,250 [as of 2014]
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. ratingEvaluationDeckSuper.Sub.ADT
August 2014100.0Not deficientVery GoodGoodVery Good9250
September 2012100.0Not deficientGoodGoodVery Good8700
August 2010100.0Not deficientGoodGoodVery Good8600
August 2008100.0Not deficientGoodGoodVery Good7650
August 200681.0Functionally obsoleteGoodGoodVery Good6900
August 200481.0Functionally obsoleteGoodGoodVery Good6150
August 200283.0Not deficientGoodGoodVery Good6050
March 200083.0Not deficientGoodVery GoodVery Good5535
August 199883.0Not deficientGoodVery GoodVery Good5535
April 199681.0Not deficientGoodVery GoodVery Good4320
August 199486.9Not deficientVery GoodVery GoodVery Good3325