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LION'S DEN RD over ROCK CR

Map 

Coordinates:
+38.42024, -90.45651
38°25'13" N, 90°27'23" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:LION'S DEN RD over ROCK CR
Structure number:14709
Old structure number:07300081 050 (from 1992 edition)
Location:S 34 T 43 N R 5 E
Purpose:Carries highway over waterway
Route classification:Collector (Urban) [17]
Length of largest span:59.1 ft. [18.0 m]
Total length:111.9 ft. [34.1 m]
Roadway width between curbs:29.9 ft. [9.1 m]
Deck width edge-to-edge:29.9 ft. [9.1 m]
Skew angle:30°
Owner:County Highway Agency [02]
Year built:1997
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 Precast Panels [2]
Wearing surface:Bituminous [6]

Latest Available Inspection: February 2015 

Status:Posted for load [P]
Average daily traffic:3,061 [as of 2014]
Truck traffic:5% of total traffic
Deck condition:Very Good [8 out of 9]
Superstructure condition:Very Good [8 out of 9]
Substructure condition:Very Good [8 out of 9]
Structural appraisal:Equal to present desirable criteria [8]
Deck geometry appraisal:Meets minimum tolerable limits to be left in place as is [4]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Equal to present minimum criteria [6]
Channel protection:Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. [8]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:67.3 tons [61.2 metric tons]
Inventory rating:43.6 tons [39.6 metric tons]
Sufficiency rating:82.5

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
February 201582.5Not deficientVery GoodVery GoodVery Good3061
February 201395.1Not deficientVery GoodVery GoodVery Good1089
February 201195.1Not deficientVery GoodVery GoodVery Good1089
February 200995.1Not deficientVery GoodVery GoodVery Good1089
February 200795.1Not deficientVery GoodVery GoodVery Good1089
February 200595.1Not deficientVery GoodVery GoodVery Good1089
February 200395.1Not deficientExcellentExcellentVery Good1089
February 200195.1Not deficientExcellentExcellentExcellent1089
February 199995.1Not deficientExcellentExcellentExcellent1089
January 199795.1Not deficientExcellentExcellentExcellent1089