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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
+36.48667, -90.87306
36°29'12" N, 90°52'23" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
| 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
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1025747