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RT FF S over LABARQUE CR

Map 

Coordinates:
+38.45342, -90.65543
38°27'12" N, 90°39'20" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:RT FF S over LABARQUE CR
Structure number:6831
Old structure number:N 199R 1 (from 1992 edition)
Location:S 23 T 43 N R 3 E
Purpose:Carries highway over waterway
Route classification:Major Collector (Rural) [07]
Length of largest span:57.4 ft. [17.5 m]
Total length:158.1 ft. [48.2 m]
Roadway width between curbs:28.9 ft. [8.8 m]
Deck width edge-to-edge:31.5 ft. [9.6 m]
Owner:State Highway Agency [01]
Year built:1958
Year reconstructed:1992
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 continuous [6]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: December 2014 

Status:Open, no restriction [A]
Average daily traffic:3,404 [as of 2014]
Truck traffic:11% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
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 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:68.3 tons [62.1 metric tons]
Inventory rating:39.6 tons [36.0 metric tons]
Sufficiency rating:77.2

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
December 201477.2Not deficientGoodGoodSatisfactory3404
December 201277.3Not deficientGoodGoodSatisfactory3364
January 201275.6Not deficientGoodGoodSatisfactory4356
January 201075.2Not deficientGoodGoodSatisfactory4588
January 200875.0Not deficientGoodGoodSatisfactory4704
January 200672.2Functionally obsoleteGoodGoodGood5014
February 200475.2Not deficientVery GoodGoodGood4574
December 200175.1Not deficientVery GoodGoodGood4662
December 200076.8Not deficientVery GoodGoodGood3643
December 199976.7Not deficientVery GoodGoodGood3710
October 199876.7Not deficientVery GoodGoodGood3710
January 199876.7Not deficientVery GoodVery GoodGood3710
December 199677.4Not deficientVery GoodVery GoodGood3269
January 199677.5Not deficientVery GoodVery GoodGood3269
November 199478.3Not deficientVery GoodVery GoodGood2808
February 199478.3Not deficientVery GoodVery GoodGood2761
December 19912.0Structurally deficientSeriousSeriousSatisfactory2602