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RIDGE ROAD over BIG SLOUGH CREEK

Map 

Coordinates:
+37.74500, -97.42667
37°44'42" N, 97°25'36" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:RIDGE ROAD over BIG SLOUGH CREEK
Structure number:4304008700UBS20
Location:RIDGE AND 34TH NORTH
Purpose:Carries highway over waterway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:44.0 ft. [13.4 m]
Total length:109.9 ft. [33.5 m]
Roadway width between curbs:64.0 ft. [19.5 m]
Deck width edge-to-edge:65.9 ft. [20.1 m]
Skew angle:30°
Owner:City or Municipal Highway Agency [04]
Year built:1990
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:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: November 2015 

Status:Open, no restriction [A]
Average daily traffic:9,105 [as of 2006]
Truck traffic:2% 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: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]
Pier/abutment protection:Navigation protection not required [1]
Scour condition:Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Operating rating:72.8 tons [66.2 metric tons]
Inventory rating:42.9 tons [39.0 metric tons]
Sufficiency rating:99.2

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
November 201599.2Not deficientGoodGoodGood9105
October 201399.2Not deficientGoodGoodVery Good9105
December 201199.2Not deficientGoodVery GoodVery Good9105
November 200999.2Not deficientGoodVery GoodVery Good9105
July 200799.2Not deficientVery GoodVery GoodVery Good9105