Share: 
EMPIRE CREEK ROAD over CURLEW CREEK
Map
Coordinates:
+48.82893, -118.59266
48°49'44" N, 118°35'34" W
+48.82893, -118.59266
48°49'44" N, 118°35'34" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
| Name: | EMPIRE CREEK ROAD over CURLEW CREEK |
| Structure number: | 087047000000000 |
| Location: | 0.14 W SR21 |
| Purpose: | Carries highway over waterway |
| Route classification: | Local (Rural) [09] |
| Length of largest span: | 24.9 ft. [7.6 m] |
| Total length: | 24.9 ft. [7.6 m] |
| Owner: | County Highway Agency [02] |
| Year built: | 1999 |
| Historic significance: | Historical significance is not determinable at this time [4] |
| Design load: | MS 18 / HS 20 [5] |
| Main span material: | Steel [3] |
| Main span 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: | 101 [as of 2018] |
| Truck traffic: | 5% of total traffic |
| Structural appraisal: | Equal to present desirable criteria [8] |
| Water adequacy appraisal: | Equal to present desirable criteria [8] |
| 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: | No noticeable or noteworthy deficiencies which affect the condition of the culvert. Insignificant scrape marks caused by drift. [8] |
| Scour condition: | Bridge foundations determined to be stable for the assessed or calculated scour condition. [8] |
| Sufficiency rating: | 100.0 |
Previous Inspections
| Date | Condition | Culvert Condition | ADT | Suff. Rating |
|---|---|---|---|---|
| August 2018 | Good | 8 out of 10 | 101 | 100.0 |
| June 2016 | Good | 8 out of 10 | 100 | 100.0 |
| June 2014 | Good | 8 out of 10 | 100 | 100.0 |
| June 2012 | Good | 8 out of 10 | 100 | 100.0 |
| May 2010 | Good | 8 out of 10 | 100 | 100.0 |
| June 2008 | Good | 8 out of 10 | 88 | 100.0 |
| April 2006 | Good | 8 out of 10 | 88 | 100.0 |
| April 2004 | Good | 8 out of 10 | 88 | 100.0 |
| April 2003 | Good | 8 out of 10 | 88 | 100.0 |
© 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/1595970
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1595970