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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 2014 

Status:Posted for load [P]
Average daily traffic:1,899 [as of 2014]
Truck traffic:1% of total traffic
Deck condition:Fair [5 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
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:90.0

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
March 201490.0Not deficientFairSatisfactoryGood1899
April 201290.0Not deficientFairSatisfactoryGood1899
March 201088.9Not deficientFairSatisfactoryGood2450
March 200888.9Not deficientFairSatisfactoryGood2450
January 200688.9Not deficientFairSatisfactoryGood2450
March 200488.9Not deficientFairSatisfactoryGood2450
June 200288.9Not deficientFairSatisfactoryGood2450
June 200093.7Not deficientFairSatisfactoryGood500
June 199893.7Not deficientFairSatisfactoryGood300
September 199085.8Not deficient---300