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ROMAINE CR RD over SUGAR CR

Map 

Coordinates:
+38.46889, -90.43917
38°28'08" N, 90°26'21" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:ROMAINE CR RD over SUGAR CR
Structure number:32024
Location:S 3011 T 43 N R 5 E
Purpose:Carries highway over waterway
Route classification:Collector (Urban) [17]
Length of largest span:37.1 ft. [11.3 m]
Total length:43.0 ft. [13.1 m]
Roadway width between curbs:40.0 ft. [12.2 m]
Deck width edge-to-edge:40.0 ft. [12.2 m]
Skew angle:18°
Owner:County Highway Agency [02]
Year built:2008
Historic significance:Historical significance is not determinable at this time [4]
Design load:MS 18 / HS 20 [5]
Main span material:Prestressed concrete [5]
Main span design:Box beam or girders - Multiple [05]
Deck type:Concrete Cast-in-Place [1]

Latest Available Inspection: February 2015 

Status:Posted for load [P]
Average daily traffic:6,711 [as of 2014]
Truck traffic:10% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Very Good [8 out of 9]
Substructure condition:Good [7 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:Basically intolerable requiring high priority of corrrective action [3]
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:63.4 tons [57.6 metric tons]
Inventory rating:37.6 tons [34.2 metric tons]
Sufficiency rating:92.3

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
February 201592.3Not deficientGoodVery GoodGood6711
February 201391.3Not deficientVery GoodVery GoodVery Good9298
February 201191.3Not deficientVery GoodVery GoodVery Good9298
February 200991.3Not deficientExcellentExcellentExcellent9298
May 200791.3Not deficientExcellentExcellentExcellent9298