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RT M E over BR OF GLAIZE CR

Map 

Coordinates:
+38.35167, -90.40666
38°21'06" N, 90°24'24" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:RT M E over BR OF GLAIZE CR
Structure number:4395
Old structure number:A5723 4 (from 1992 edition)
Location:S 893 T 42 N R 6 E
Purpose:Carries highway over waterway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:9.8 ft. [3.0 m]
Total length:22.3 ft. [6.8 m]
Skew angle:20°
Owner:State Highway Agency [01]
Year built:1996
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:2
Main spans material:Concrete continuous [2]
Main spans design:Culvert [19]
Deck type:Concrete Precast Panels [2]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: December 2014 

Status:Open, no restriction [A]
Average daily traffic:8,891 [as of 2014]
Truck traffic:10% of total traffic
Structural appraisal:Equal to present minimum criteria [6]
Water adequacy appraisal:Equal to present desirable criteria [8]
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]
Culvert condition:Deterioration or initial disintegration, minor chloride contamination, cracking with some leaching, or spalls on concrete or masonry walls and slabs. Local minor scouring at curtain walls, wingwalls or pipes. Metal culverts have a smooth curvature, non-symmetrical shape, significant corrosion or moderate pitting. [6]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Sufficiency rating:84.5

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
December 201484.5Not deficient---8891
December 201284.5Not deficient---9081
January 201180.4Functionally obsolete---10080
December 200880.4Functionally obsolete---10080
November 200680.4Functionally obsolete---9492
November 200480.4Not deficient---9340
November 200299.7Not deficient---5634
November 200099.5Not deficient---5282
October 199899.3Not deficient---7055
December 199699.6Not deficientExcellentExcellentExcellent4150