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US014 EF over LONE TREE CK
Map
Coordinates:
+44.12644, -101.13205
44°07'35" N, 101°07'55" W
+44.12644, -101.13205
44°07'35" N, 101°07'55" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
| Name: | US014 EF over LONE TREE CK |
| Structure number: | 000000028438431 |
| Location: | 3.2 S STANLEY CO LINE |
| Purpose: | Carries highway over waterway |
| Route classification: | Local (Rural) [09] |
| Length of largest span: | 9.8 ft. [3.0 m] |
| Total length: | 20.7 ft. [6.3 m] |
| Owner: | State Highway Agency [01] |
| Year built: | 1920 |
| Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
| Number of main spans: | 2 |
| Main spans material: | Concrete continuous [2] |
| Main spans design: | Culvert [19] |
| Deck type: | Not applicable [N] |
Latest Available Inspection: November 2018
| Good/Fair/Poor Condition: | Poor |
| Status: | Open, no restriction [A] |
| Average daily traffic: | 50 [as of 2017] |
| Truck traffic: | 5% of total traffic |
| Structural appraisal: | Meets minimum tolerable limits to be left in place as is [4] |
| Water adequacy appraisal: | Equal to present minimum criteria [6] |
| Roadway alignment appraisal: | Equal to present desirable criteria [8] |
| Channel protection: | Bank protection is being eroded. River control devices and/or embankment have major damage. Trees and rush restrict the channel. [5] |
| Culvert condition: | Large spalls, heavy scaling, wide cracks, considerable efflorescence or opened construction joint permitting loss of backfill. Considerable settlement or misalignment. Considerable scouring or erosion at curtain walls, wingwalls or pipes. Metal culverts have significant distortion and deflection throughout, extensive corrosion or deep pitting. [4] |
| Scour condition: | Bridge foundations determined to be stable for the assessed or calculated scour condition. [8] |
| Sufficiency rating: | 65.6 |
| Recommended work: | Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31] |
| Estimated cost of work: | $100,000 |
Previous Inspections
| Date | Condition | Culvert Condition | ADT | Suff. Rating |
|---|---|---|---|---|
| November 2018 | Poor | 4 out of 10 | 50 | 65.6 |
| December 2016 | Poor | 4 out of 10 | 50 | 72.0 |
| December 2014 | Poor | 4 out of 10 | 50 | 72.0 |
| November 2012 | Poor | 4 out of 10 | 50 | 72.0 |
| December 2010 | Poor | 4 out of 10 | 50 | 72.0 |
| December 2008 | Poor | 4 out of 10 | 50 | 72.0 |
| November 2006 | Poor | 4 out of 10 | 50 | 72.0 |
| January 2005 | Poor | 4 out of 10 | 50 | 72.0 |
| November 2002 | Poor | 4 out of 10 | 50 | 72.0 |
| October 2000 | Fair | 5 out of 10 | 50 | 88.0 |
| September 1998 | Fair | 5 out of 10 | 50 | 88.0 |
| June 1996 | Fair | 6 out of 10 | 50 | 99.0 |
| July 1994 | Fair | 6 out of 10 | 50 | 99.0 |
| July 1992 | Fair | 6 out of 10 | 50 | 99.0 |
| January 1990 | Fair | 6 out of 10 | 50 | 99.0 |
© 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/1491956
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1491956