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RT Z E over SANDY CR

Map 

Coordinates:
+38.27833, -90.42500
38°16'42" N, 90°25'30" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:RT Z E over SANDY CR
Structure number:29639
Location:S 421 T 41 N R 5 E
Purpose:Carries highway over waterway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:69.6 ft. [21.2 m]
Total length:208.0 ft. [63.4 m]
Roadway width between curbs:40.0 ft. [12.2 m]
Deck width edge-to-edge:42.7 ft. [13.0 m]
Skew angle:15°
Owner:State Highway Agency [01]
Year built:2003
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: November 2014 

Status:Open, no restriction [A]
Average daily traffic:8,208 [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:Excellent [9 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:Superior to present desirable criteria [9]
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:78.2 tons [71.1 metric tons]
Inventory rating:46.5 tons [42.3 metric tons]
Sufficiency rating:92.8

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
November 201492.8Not deficientGoodGoodExcellent8208
November 201292.8Not deficientGoodGoodExcellent8063
January 201292.9Not deficientGoodGoodExcellent7589
January 201092.8Not deficientVery GoodExcellentExcellent7744
January 200892.6Not deficientVery GoodExcellentExcellent9038
January 200692.8Not deficientVery GoodExcellentExcellent8110
February 200492.8Not deficientVery GoodExcellentExcellent7676