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ELMWOOD over DRY CREEK

Map

Coordinates:
+37.65163, -97.29363
37°39'06" N, 97°17'37" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts

Name:ELMWOOD over DRY CREEK
Structure number:53040087000DC60
Location:ELMWOOD AT HILLSIDE
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Local (Urban) [19]
Length of largest span:37.1 ft. [11.3 m]
Total length:40.0 ft. [12.2 m]
Roadway width between curbs:26.2 ft. [8.0 m]
Deck width edge-to-edge:33.5 ft. [10.2 m]
Owner:City or Municipal Highway Agency [04]
Year built:1930
Year reconstructed:1987
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:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: December 2015

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:250 [as of 2006]
Truck traffic:1% of total traffic
Deck condition:Very Good [8 out of 9]
Superstructure condition:Very Good [8 out of 9]
Substructure condition:Very Good [8 out of 9]
Structural appraisal:Equal to present desirable criteria [8]
Deck geometry appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Water adequacy appraisal:Better than present minimum criteria [7]
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]
Scour condition:Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Operating rating:83.8 tons [76.2 metric tons]
Inventory rating:49.9 tons [45.4 metric tons]
Sufficiency rating:98.0

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
December 201598.0GoodVery GoodVery GoodVery Good-250
November 201397.0GoodVery GoodVery GoodVery Good-250
September 201197.0GoodVery GoodVery GoodVery Good-250
November 200997.0GoodVery GoodVery GoodVery Good-250
July 200797.0GoodVery GoodVery GoodVery Good-250
November 200297.0GoodVery GoodVery GoodVery Good-235
February 200097.0GoodVery GoodVery GoodVery Good-235
March 199797.0GoodExcellentVery GoodVery Good-225
January 199599.0GoodExcellentExcellentExcellent-200
May 199385.2GoodExcellentExcellentExcellent-400
May 199194.0GoodExcellentExcellentExcellent-400