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RT M W over GLAIZE CR

Map 

Coordinates:
+38.35167, -90.40667
38°21'06" N, 90°24'24" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:RT M W over GLAIZE CR
Structure number:4370
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:90.9 ft. [27.7 m]
Total length:704.1 ft. [214.6 m]
Roadway width between curbs:38.7 ft. [11.8 m]
Deck width edge-to-edge:41.3 ft. [12.6 m]
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+Mod / HS 20+Mod [6]
Number of main spans:11
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: November 2014 

Status:Open, no restriction [A]
Average daily traffic:7,635 [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:Good [7 out of 9]
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Better than present minimum criteria [7]
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:108.9 tons [99.0 metric tons]
Inventory rating:65.3 tons [59.4 metric tons]
Sufficiency rating:99.6

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
November 201499.6Not deficientGoodGoodGood7635
November 201299.6Not deficientGoodGoodGood8091
January 201299.6Not deficientGoodGoodGood8091
January 201099.6Not deficientGoodGoodVery Good8256
January 200899.6Not deficientGoodGoodVery Good8509
January 200699.7Not deficientGoodGoodVery Good6719
February 200499.7Not deficientGoodGoodVery Good6876
November 200199.7Not deficientGoodGoodVery Good6748