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C.R. 27 SLS over EVITTS RUN
Map
Coordinates:
+39.25526, -77.81859
39°15'19" N, 77°49'07" W
+39.25526, -77.81859
39°15'19" N, 77°49'07" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
| Name: | C.R. 27 SLS over EVITTS RUN |
| Structure number: | 00000000019A012 |
| Location: | 0.03 MI N OF WV 115 T |
| Purpose: | Carries highway over waterway |
| Route classification: | Major Collector (Rural) [07] |
| Length of largest span: | 24.0 ft. [7.3 m] |
| Total length: | 24.0 ft. [7.3 m] |
| Roadway width between curbs: | 16.4 ft. [5.0 m] |
| Deck width edge-to-edge: | 21.7 ft. [6.6 m] |
| Skew angle: | 25° |
| Owner: | State Highway Agency [01] |
| Historic significance: | Historical significance is not determinable at this time [4] |
| Main span material: | Concrete [1] |
| Main span design: | Arch - Deck [11] |
| Deck type: | Not applicable [N] |
Latest Available Inspection: November 2018
| Good/Fair/Poor Condition: | Poor |
| Status: | Posted for load [P] |
| Average daily traffic: | 492 [as of 2017] |
| Truck traffic: | 6% of total traffic |
| Superstructure condition: | Poor [4 out of 9] |
| Substructure condition: | Fair [5 out of 9] |
| Structural appraisal: | Meets minimum tolerable limits to be left in place as is [4] |
| Deck geometry appraisal: | Basically intolerable requiring high priority of replacement [2] |
| Water adequacy appraisal: | Equal to present desirable criteria [8] |
| Roadway alignment appraisal: | Basically intolerable requiring high priority of corrrective action [3] |
| 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] |
| Sufficiency rating: | 25.4 |
| Recommended work: | Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31] |
| Estimated cost of work: | $1,000,000 |
Previous Inspections
| Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
|---|---|---|---|---|---|---|
| November 2018 | Poor | - | Poor | Fair | 492 | 25.4 |
| November 2016 | Poor | - | Poor | Fair | 610 | 25.4 |
| November 2014 | Poor | - | Poor | Fair | 750 | 25.4 |
| November 2013 | Poor | - | Poor | Fair | 750 | 25.4 |
| November 2012 | Poor | - | Poor | Fair | 750 | 25.4 |
| November 2011 | Poor | - | Poor | Fair | 650 | 25.4 |
| November 2010 | Poor | - | Poor | Fair | 650 | 25.2 |
| November 2008 | Poor | - | Poor | Fair | 700 | 25.2 |
| November 2006 | Poor | - | Poor | Poor | 700 | 25.2 |
| November 2004 | Poor | - | Poor | Poor | 700 | 25.2 |
| November 2002 | Poor | - | Poor | Poor | 700 | 25.2 |
| November 2000 | Poor | - | Poor | Fair | 700 | 25.2 |
| November 1998 | Fair | - | Satisfactory | Satisfactory | 1100 | 47.2 |
| November 1996 | Fair | - | Satisfactory | Satisfactory | 650 | 47.2 |
| November 1994 | Fair | - | Satisfactory | Satisfactory | 650 | 47.2 |
| December 1992 | Fair | Satisfactory | Satisfactory | Satisfactory | 750 | 48.3 |
| February 1991 | Fair | Satisfactory | Satisfactory | Satisfactory | 750 | 48.3 |
© Copyright 2012-20, 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/1613353
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1613353