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CR- 71 MALONE RD over GLAZE CREEK

Map 

Coordinates:
+36.48667, -90.87306
36°29'12" N, 90°52'23" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:CR- 71 MALONE RD over GLAZE CREEK
Structure number:000000000023256
Location:4.5 MI NE OF MAYNARD
Purpose:Carries highway over waterway
Route classification:Minor Collector (Rural) [08]
Length of largest span:30.8 ft. [9.4 m]
Total length:36.1 ft. [11.0 m]
Roadway width between curbs:21.3 ft. [6.5 m]
Deck width edge-to-edge:23.3 ft. [7.1 m]
Skew angle:
Owner:County Highway Agency [02]
Year built:2008
Historic significance:Historical significance is not determinable at this time [4]
Main span material:Concrete [1]
Main span design:Channel beam [22]
Deck type:Concrete Precast Panels [2]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: November 2016 

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:50 [as of 2008]
Deck condition:Very Good [8 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:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Water adequacy appraisal:Meets minimum tolerable limits to be left in place as is [4]
Roadway alignment appraisal:Equal to present minimum criteria [6]
Channel protection:Bank protection is being eroded. River control devices and/or embankment have major damage. Trees and rush restrict the channel. [5]
Pier/abutment protection:None present but re-evaluation suggested [5]
Scour condition:Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Operating rating:50.9 tons [46.3 metric tons]
Inventory rating:32.9 tons [29.9 metric tons]
Sufficiency rating:92.7

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
November 201692.7GoodVery GoodGoodGood-50
December 201492.7GoodVery GoodVery GoodGood-50
December 201292.7GoodVery GoodVery GoodGood-50
December 201092.7GoodVery GoodVery GoodGood-50
December 200892.7GoodVery GoodVery GoodGood-50