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CR- 71 MALONE RD over GLAZE CREEK

Randolph County, Arkansas

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:	5°
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

Date	Suff. Rating	Condition	Deck	Superstructure	Substructure	SD/FO	ADT
November 2016	92.7	Good	Very Good	Good	Good	-	50
December 2014	92.7	Good	Very Good	Very Good	Good	-	50
December 2012	92.7	Good	Very Good	Very Good	Good	-	50
December 2010	92.7	Good	Very Good	Very Good	Good	-	50
December 2008	92.7	Good	Very Good	Very Good	Good	-	50

© Copyright 2012-18, James Baughn
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1025747