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WILDWOOD over MERIDIAN DITCH

Map 

Coordinates:
+37.64238, -97.37117
37°38'33" N, 97°22'16" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:WILDWOOD over MERIDIAN DITCH
Structure number:430400876275040
Location:WILDWOOD AT MERIDIAN
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Local (Urban) [19]
Length of largest span:20.0 ft. [6.1 m]
Total length:24.9 ft. [7.6 m]
Roadway width between curbs:29.5 ft. [9.0 m]
Deck width edge-to-edge:44.0 ft. [13.4 m]
Owner:City or Municipal Highway Agency [04]
Year built:1959
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Main span material:Concrete [1]
Main span design:Slab [01]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Integral Concrete (separate non-modified layer of concrete added to structural deck) [2]

Latest Available Inspection: December 2015 

Status:Open, no restriction [A]
Average daily traffic:950 [as of 2006]
Truck traffic:2% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Water adequacy appraisal:Equal to present minimum criteria [6]
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]
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:53.9 tons [49.0 metric tons]
Inventory rating:31.9 tons [29.0 metric tons]
Sufficiency rating:88.9

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
December 201588.9Not deficientSatisfactorySatisfactoryGood950
October 201388.9Not deficientSatisfactorySatisfactoryVery Good950
September 201188.9Not deficientGoodVery GoodVery Good950
November 200988.9Not deficientGoodVery GoodVery Good950
June 200787.9Not deficientGoodVery GoodVery Good950
December 200273.5Functionally obsoleteVery GoodVery GoodVery Good11342
February 200073.5Functionally obsoleteVery GoodVery GoodVery Good11342
March 199790.1Not deficientVery GoodVery GoodVery Good900
January 199592.0Not deficientVery GoodVery GoodVery Good890
May 199398.1Not deficientVery GoodVery GoodVery Good890
May 199198.1Not deficientVery GoodVery GoodVery Good890