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CR 13 SLS over SOUTH FK. SLEEPY CRK.
Map
Coordinates:
+39.52292, -78.22595
39°31'23" N, 78°13'33" W
+39.52292, -78.22595
39°31'23" N, 78°13'33" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
| Name: | CR 13 SLS over SOUTH FK. SLEEPY CRK. |
| Structure number: | 00000000033A028 |
| Location: | 0.01 MI N OF CR 13/9 SLS |
| Purpose: | Carries highway over waterway |
| Route classification: | Major Collector (Rural) [07] |
| Length of largest span: | 81.4 ft. [24.8 m] |
| Total length: | 84.3 ft. [25.7 m] |
| Roadway width between curbs: | 14.1 ft. [4.3 m] |
| Deck width edge-to-edge: | 15.7 ft. [4.8 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 2017
| Good/Fair/Poor Condition: | Poor |
| Status: | Posted for load [P] |
| Average daily traffic: | 1,379 [as of 2016] |
| Truck traffic: | 9% of total traffic |
| Superstructure condition: | Poor [4 out of 9] |
| Structural appraisal: | Basically intolerable requiring high priority of replacement [2] |
| Deck geometry appraisal: | Basically intolerable requiring high priority of replacement [2] |
| Water adequacy appraisal: | Equal to present minimum criteria [6] |
| 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: | 18.0 |
| Recommended work: | Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31] |
| Estimated cost of work: | $1,750,000 |
Previous Inspections
| Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
|---|---|---|---|---|---|---|
| October 2017 | Poor | - | Poor | - | 1379 | 18.0 |
| October 2015 | Poor | - | Poor | - | 1329 | 18.0 |
| October 2013 | Poor | - | Poor | - | 1200 | 18.0 |
| October 2011 | Poor | - | Poor | Satisfactory | 1250 | 18.0 |
| October 2009 | Poor | - | Poor | Satisfactory | 1250 | 18.0 |
| October 2007 | Poor | - | Poor | Satisfactory | 1300 | 18.0 |
| October 2005 | Poor | - | Poor | Satisfactory | 1200 | 25.2 |
| October 2003 | Poor | - | Poor | Fair | 1200 | 18.0 |
| October 2001 | Poor | - | Poor | Fair | 1200 | 18.0 |
| October 1999 | Fair | - | Fair | Satisfactory | 1000 | 30.3 |
| October 1997 | Fair | - | Satisfactory | Good | 1000 | 40.3 |
| October 1995 | Fair | - | Satisfactory | Good | 1000 | 40.3 |
| October 1993 | Fair | - | Satisfactory | Good | 950 | 48.3 |
| November 1991 | Fair | - | Satisfactory | Good | 950 | 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/1615849
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1615849