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OLDHAM RD over CREEK

Map

Coordinates:
+38.98394, -94.50876
38°59'02" N, 94°30'32" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:OLDHAM RD over CREEK
Structure number:25484
Old structure number:S131B11 048 (from 1992 edition)
Location:S 13 T 48 N R 33 W
Purpose:Carries highway over waterway
Route classification:Collector (Urban) [17]
Length of largest span:20.0 ft. [6.1 m]
Total length:20.0 ft. [6.1 m]
Roadway width between curbs:19.4 ft. [5.9 m]
Deck width edge-to-edge:44.0 ft. [13.4 m]
Skew angle:30°
Owner:City or Municipal Highway Agency [04]
Year built:1920
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Main span material:Concrete [1]
Main span design:Culvert [19]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: April 2016

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:3,733 [as of 2016]
Truck traffic:1% of total traffic
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Basically intolerable requiring high priority of replacement [2]
Water adequacy appraisal:Better than present minimum criteria [7]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. [6]
Culvert condition:Deterioration or initial disintegration, minor chloride contamination, cracking with some leaching, or spalls on concrete or masonry walls and slabs. Local minor scouring at curtain walls, wingwalls or pipes. Metal culverts have a smooth curvature, non-symmetrical shape, significant corrosion or moderate pitting. [6]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Sufficiency rating:69.2
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$127,000

Previous Inspections

DateConditionCulvert ConditionADTSuff. Rating
April 2016Fair6 out of 10373369.2
May 2014Fair6 out of 10373369.2
April 2012Fair6 out of 10373369.2
April 2010Fair6 out of 10370169.2
April 2008Good7 out of 10370169.2
January 2006Good7 out of 10300069.5
March 2004Good7 out of 10300069.5
June 2002Good7 out of 10300069.5
July 2000FairN out of 10300069.5
September 1998FairN out of 10300069.5
September 1990GoodN out of 10267074.7