Share: 
E0775 (POWELL RD.) over TAHLEQUAH CREEK
Map
Coordinates:
+35.89249, -94.95648
35°53'33" N, 94°57'23" W
+35.89249, -94.95648
35°53'33" N, 94°57'23" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
| Name: | E0775 (POWELL RD.) over TAHLEQUAH CREEK |
| Structure number: | 274660000000000 |
| Location: | 1E 1S OF TAHLEQUAH |
| Purpose: | Carries highway over waterway |
| Route classification: | Local (Rural) [09] |
| Length of largest span: | 14.4 ft. [4.4 m] |
| Total length: | 47.6 ft. [14.5 m] |
| Roadway width between curbs: | 30.8 ft. [9.4 m] |
| Deck width edge-to-edge: | 34.1 ft. [10.4 m] |
| Skew angle: | 30° |
| Owner: | County Highway Agency [02] |
| Year built: | 2001 |
| Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
| Number of main spans: | 3 |
| Main spans material: | Concrete [1] |
| Main spans design: | Culvert [19] |
| Deck type: | Not applicable [N] |
Latest Available Inspection: August 2018
| Good/Fair/Poor Condition: | Good |
| Status: | Open, no restriction [A] |
| Average daily traffic: | 150 [as of 2016] |
| Truck traffic: | 10% of total traffic |
| Structural appraisal: | Better than present minimum criteria [7] |
| Deck geometry appraisal: | Equal to present minimum criteria [6] |
| Water adequacy appraisal: | Better than present minimum criteria [7] |
| Roadway alignment appraisal: | Equal to present desirable criteria [8] |
| 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] |
| Pier/abutment protection: | Navigation protection not required [1] |
| Culvert condition: | Shrinkage cracks, light scaling and insignificant spalling which does not expose reinforcing steel. Insignificant damage caused by drift with no misalignment and not requiring corrective action. Some minor scouring has occured near curtain walls, wingwalls or pipes. Metal culverts have a smooth symmetrical curvature with superficial corrosion and no pitting. [7] |
| Scour condition: | Bridge foundations determined to be stable for the assessed or calculated scour condition. [8] |
| Sufficiency rating: | 97.0 |
| Recommended work: | Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31] |
| Estimated cost of work: | $225,000 |
Previous Inspections
| Date | Condition | Culvert Condition | ADT | Suff. Rating |
|---|---|---|---|---|
| August 2018 | Good | 7 out of 10 | 150 | 97.0 |
| June 2017 | Good | 7 out of 10 | 150 | 97.0 |
| September 2015 | Good | 7 out of 10 | 150 | 97.0 |
| October 2013 | Poor | 4 out of 10 | 150 | 70.0 |
| September 2011 | Poor | 4 out of 10 | 150 | 70.0 |
| November 2009 | Fair | 6 out of 10 | 150 | 97.0 |
| June 2007 | Good | 9 out of 10 | 150 | 97.0 |
| May 2005 | Good | 9 out of 10 | 150 | 97.0 |
© 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/1445919
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1445919