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HILLCREST RD over CREEK

Map 

Coordinates:
+38.98500, -94.52000
38°59'06" N, 94°31'12" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

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]
Operating rating:36.6 tons [33.3 metric tons]
Inventory rating:21.8 tons [19.8 metric tons]
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 

DateSuff. RatingConditionCulvert ConditionSD/FOADT
April 201639.2Poor4 out of 10SD349
May 201439.2PoorN out of 10SD349
April 201239.2PoorN out of 10SD349
April 201037.9PoorN out of 10SD1868
April 200837.9PoorN out of 10SD1868
January 200637.9PoorN out of 10SD1868
March 200437.9PoorN out of 10SD1868
June 200237.9PoorN out of 10SD1868
July 200037.9PoorN out of 10SD1868
June 199837.9PoorN out of 10SD1868
September 199034.3FairN out of 10SD1170