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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

Good/Fair/Poor Condition:Fair
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. RatingConditionDeckSuperstructureSubstructureSD/FOADT
December 201588.9FairSatisfactorySatisfactoryGood-950
October 201388.9FairSatisfactorySatisfactoryVery Good-950
September 201188.9GoodGoodVery GoodVery Good-950
November 200988.9GoodGoodVery GoodVery Good-950
June 200787.9GoodGoodVery GoodVery Good-950
December 200273.5GoodVery GoodVery GoodVery GoodFO11342
February 200073.5GoodVery GoodVery GoodVery GoodFO11342
March 199790.1GoodVery GoodVery GoodVery Good-900
January 199592.0GoodVery GoodVery GoodVery Good-890
May 199398.1GoodVery GoodVery GoodVery Good-890
May 199198.1GoodVery GoodVery GoodVery Good-890