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327th 264 over STREAM

Map

Coordinates:
+38.53517, -95.04158
38°32'07" N, 95°02'30" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:327th 264 over STREAM
Structure number:000000000610110
Location:8.8W 2.6S OF PAOLA
Purpose:Carries highway over waterway
Route classification:Major Collector (Rural) [07]
Length of largest span:41.0 ft. [12.5 m]
Total length:44.9 ft. [13.7 m]
Roadway width between curbs:24.0 ft. [7.3 m]
Deck width edge-to-edge:25.6 ft. [7.8 m]
Owner:County Highway Agency [02]
Year built:1912
Historic significance:Bridge is possibly eligible for the National Register of Historic Places [3]
Main span material:Concrete [1]
Main span design:Culvert [19]
Deck type:Not applicable [N]

Latest Available Inspection: September 2017

Good/Fair/Poor Condition:Poor
Status:Posted for load [P]
Average daily traffic:532 [as of 2011]
Truck traffic:10% of total traffic
Structural appraisal:Basically intolerable requiring high priority of corrrective action [3]
Deck geometry appraisal:Meets minimum tolerable limits to be left in place as is [4]
Water adequacy appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Roadway alignment appraisal:Better than present minimum criteria [7]
Channel protection:Bank protection is being eroded. River control devices and/or embankment have major damage. Trees and rush restrict the channel. [5]
Culvert condition:Large spalls, heavy scaling, wide cracks, considerable efflorescence or opened construction joint permitting loss of backfill. Considerable settlement or misalignment. Considerable scouring or erosion at curtain walls, wingwalls or pipes. Metal culverts have significant distortion and deflection throughout, extensive corrosion or deep pitting. [4]
Scour condition:Bridge foundations determined to be stable for assessed or calculated scour conditions; field review indicates action is required. [4]
Sufficiency rating:28.1
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$250,000

Previous Inspections

DateConditionCulvert ConditionADTSuff. Rating
September 2017Poor4 out of 1053228.1
June 2017Poor4 out of 1053228.1
September 2015Poor4 out of 1053228.1
September 2013PoorN out of 1053228.1
November 2011PoorN out of 1053228.1
March 2009PoorN out of 1050628.1
February 2007PoorN out of 1046527.1
November 2004PoorN out of 1026427.5
June 2002PoorN out of 1080020.6
February 2001PoorN out of 1080020.6
July 1998PoorN out of 1080020.6
August 1996PoorN out of 1022036.3
April 1994PoorN out of 1022035.7
December 1992PoorN out of 1034030.5
June 1990FairN out of 1034061.4