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FRISCO HILL RD over ROCK CR

Map 

Coordinates:
+38.39167, -90.42000
38°23'30" N, 90°25'12" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:FRISCO HILL RD over ROCK CR
Structure number:28600
Location:S 783 T 42 N R 5 E
Purpose:Carries highway over waterway
Route classification:Local (Urban) [19]
Length of largest span:73.2 ft. [22.3 m]
Total length:136.2 ft. [41.5 m]
Roadway width between curbs:29.9 ft. [9.1 m]
Deck width edge-to-edge:29.9 ft. [9.1 m]
Owner:County Highway Agency [02]
Year built:2001
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Number of main spans:3
Main spans material:Prestressed concrete [5]
Main spans design:Box beam or girders - Multiple [05]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: February 2015 

Status:Posted for load [P]
Average daily traffic:1,582 [as of 2014]
Truck traffic:10% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Very Good [8 out of 9]
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Water adequacy appraisal:Superior to present desirable criteria [9]
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]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:57.4 tons [52.2 metric tons]
Inventory rating:37.6 tons [34.2 metric tons]
Sufficiency rating:92.9

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
February 201592.9Not deficientGoodGoodVery Good1582
February 201395.1Not deficientGoodGoodVery Good800
February 201196.1Not deficientVery GoodVery GoodVery Good800
February 200996.1Not deficientExcellentExcellentVery Good800
February 200796.1Not deficientExcellentExcellentVery Good800
February 200596.1Not deficientExcellentExcellentExcellent800
February 200399.9Not deficientExcellentExcellentExcellent400
June 200199.9Not deficientExcellentExcellentExcellent400