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CHERRY ST over ROCK CR

Map 

Coordinates:
+39.15325, -94.57396
39°09'12" N, 94°34'26" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:CHERRY ST over ROCK CR
Structure number:25311
Old structure number:N022B43 024 (from 1992 edition)
Location:S 11 T 50 N R 33 W
Purpose:Carries highway over waterway
Route classification:Local (Urban) [19]
Length of largest span:15.1 ft. [4.6 m]
Total length:38.1 ft. [11.6 m]
Roadway width between curbs:30.5 ft. [9.3 m]
Deck width edge-to-edge:34.5 ft. [10.5 m]
Skew angle:40°
Owner:City or Municipal Highway Agency [04]
Year built:1960
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Number of main spans:2
Main spans material:Concrete continuous [2]
Main spans design:Slab [01]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: March 2016 

Good/Fair/Poor Condition:Fair
Status:Posted for load [P]
Average daily traffic:1,572 [as of 2016]
Truck traffic:17% of total traffic
Deck condition:Fair [5 out of 9]
Superstructure condition:Fair [5 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. [7]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:49.5 tons [45.0 metric tons]
Inventory rating:31.7 tons [28.8 metric tons]
Sufficiency rating:79.0

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
March 201679.0FairFairFairGood-1572
March 201490.0FairFairSatisfactoryGood-1899
April 201290.0FairFairSatisfactoryGood-1899
March 201088.9FairFairSatisfactoryGood-2450
March 200888.9FairFairSatisfactoryGood-2450
January 200688.9FairFairSatisfactoryGood-2450
March 200488.9FairFairSatisfactoryGood-2450
June 200288.9FairFairSatisfactoryGood-2450
June 200093.7FairFairSatisfactoryGood-500
June 199893.7FairFairSatisfactoryGood-300
September 199085.8Good----300