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HILLCREST RD over CREEK

Map

Coordinates:
+38.98894, -94.51939
38°59'20" N, 94°31'10" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:HILLCREST RD over CREEK
Structure number:25485
Old structure number:S131B21 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:15.1 ft. [4.6 m]
Total length:40.0 ft. [12.2 m]
Roadway width between curbs:19.4 ft. [5.9 m]
Deck width edge-to-edge:22.0 ft. [6.7 m]
Owner:City or Municipal Highway Agency [04]
Year built:1906
Historic significance:Bridge is possibly eligible for the National Register of Historic Places [3]
Number of main spans:2
Main spans material:Concrete continuous [2]
Main spans design:Culvert [19]
Deck type:Not applicable [N]
Wearing surface:Bituminous [6]

Latest Available Inspection: April 2016

Good/Fair/Poor Condition:Poor
Status:Posted for load [P]
Average daily traffic:349 [as of 2016]
Truck traffic:1% of total traffic
Structural appraisal:Meets minimum tolerable limits to be left in place as is [4]
Deck geometry appraisal:Basically intolerable requiring high priority of corrrective action [3]
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: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 the assessed or calculated scour condition. [8]
Sufficiency rating:39.2
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$187,000

Previous Inspections

DateConditionCulvert ConditionADTSuff. Rating
April 2016Poor4 out of 1034939.2
May 2014PoorN out of 1034939.2
April 2012PoorN out of 1034939.2
April 2010PoorN out of 10186837.9
April 2008PoorN out of 10186837.9
January 2006PoorN out of 10186837.9
March 2004PoorN out of 10186837.9
June 2002PoorN out of 10186837.9
July 2000PoorN out of 10186837.9
June 1998PoorN out of 10186837.9
September 1990FairN out of 10117034.3