Share:

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 2016 

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:9,002 [as of 2015]
Truck traffic:10% 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: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. RatingConditionDeckSuperstructureSubstructureSD/FOADT
November 201699.6FairGoodGoodSatisfactory-9002
November 201499.6GoodGoodGoodGood-7635
November 201299.6GoodGoodGoodGood-8091
January 201299.6GoodGoodGoodGood-8091
January 201099.6GoodGoodGoodVery Good-8256
January 200899.6GoodGoodGoodVery Good-8509
January 200699.7GoodGoodGoodVery Good-6719
February 200499.7GoodGoodGoodVery Good-6876
November 200199.7GoodGoodGoodVery Good-6748