Share:

OLDHAM RD over CREEK

Map 

Coordinates:
+38.98833, -94.51833
38°59'18" N, 94°31'06" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

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: May 2014 

Status:Open, no restriction [A]
Average daily traffic:3,733 [as of 2014]
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]
Operating rating:47.5 tons [43.2 metric tons]
Inventory rating:26.7 tons [24.3 metric tons]
Evaluation:Functionally obsolete [2]
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 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
May 201469.2Functionally obsolete---3733
April 201269.2Functionally obsolete---3733
April 201069.2Functionally obsolete---3701
April 200869.2Functionally obsolete---3701
January 200669.5Functionally obsolete---3000
March 200469.5Functionally obsolete---3000
June 200269.5Functionally obsolete---3000
July 200069.5Functionally obsoleteVery GoodSatisfactoryGood3000
September 199869.5Functionally obsoleteVery GoodSatisfactoryGood3000
September 199074.7Not deficientGoodGoodGood2670