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COUNTY ROUTE 10 over MCCALLISTER RUN
Map
Coordinates:
+37.98961, -80.46019
37°59'23" N, 80°27'37" W
+37.98961, -80.46019
37°59'23" N, 80°27'37" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
| Name: | COUNTY ROUTE 10 over MCCALLISTER RUN |
| Structure number: | 00000000013A036 |
| Location: | 0.20 Miles N. of CR 9/4 |
| Purpose: | Carries highway over waterway |
| Route classification: | Local (Rural) [09] |
| Length of largest span: | 22.0 ft. [6.7 m] |
| Total length: | 24.0 ft. [7.3 m] |
| Roadway width between curbs: | 13.5 ft. [4.1 m] |
| Deck width edge-to-edge: | 15.4 ft. [4.7 m] |
| Owner: | State Highway Agency [01] |
| Year built: | 1916 |
| 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: October 2018
| Good/Fair/Poor Condition: | Fair |
| Status: | Posted for load [P] |
| Average daily traffic: | 131 [as of 2015] |
| Truck traffic: | 10% of total traffic |
| Superstructure 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: | Better than present minimum criteria [7] |
| Roadway alignment appraisal: | Equal to present minimum criteria [6] |
| Channel protection: | Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. [8] |
| Scour condition: | Bridge foundations determined to be stable for the assessed or calculated scour condition. [8] |
| Sufficiency rating: | 44.2 |
| Recommended work: | Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31] |
| Estimated cost of work: | $301,000 |
Previous Inspections
| Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
|---|---|---|---|---|---|---|
| October 2018 | Fair | - | Fair | - | 131 | 44.2 |
| October 2016 | Fair | - | Fair | - | 131 | 44.2 |
| October 2014 | Fair | - | Fair | Fair | 150 | 44.2 |
| October 2013 | Fair | - | Satisfactory | Satisfactory | 150 | 52.2 |
| October 2012 | Fair | - | Satisfactory | Satisfactory | 100 | 55.3 |
| October 2010 | Fair | - | Satisfactory | Satisfactory | 100 | 55.1 |
| October 2008 | Fair | - | Satisfactory | Satisfactory | 130 | 52.0 |
| October 2006 | Fair | - | Satisfactory | Satisfactory | 100 | 55.1 |
| October 2004 | Fair | - | Satisfactory | Satisfactory | 100 | 55.1 |
| October 2002 | Fair | - | Satisfactory | Satisfactory | 150 | 52.0 |
| October 2000 | Fair | - | Satisfactory | Satisfactory | 100 | 55.1 |
| October 1998 | Fair | - | Satisfactory | Satisfactory | 100 | 55.1 |
| October 1996 | Fair | - | Good | Satisfactory | 150 | 52.0 |
| October 1994 | Fair | - | Good | Satisfactory | 100 | 55.1 |
| November 1992 | Good | - | Good | Good | 100 | 53.2 |
| November 1990 | Good | - | Good | Good | 100 | 53.2 |
© 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/1612441
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1612441