Share: 
FDR 140 over BOXELDER CREEK
Map
Coordinates:
+44.19713, -103.52276
44°11'50" N, 103°31'22" W
+44.19713, -103.52276
44°11'50" N, 103°31'22" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
| Name: | FDR 140 over BOXELDER CREEK |
| Structure number: | 020308000010094 |
| Location: | T 3 N R 5 E SEC 28 |
| Purpose: | Carries highway over waterway |
| Route classification: | Local (Rural) [09] |
| Length of largest span: | 31.8 ft. [9.7 m] |
| Total length: | 35.1 ft. [10.7 m] |
| Roadway width between curbs: | 20.0 ft. [6.1 m] |
| Deck width edge-to-edge: | 20.0 ft. [6.1 m] |
| Skew angle: | 25° |
| Owner: | U.S. Forest Service [64] |
| Year built: | 1948 |
| Historic significance: | Historical significance is not determinable at this time [4] |
| Design load: | MS 18 / HS 20 [5] |
| Main span material: | Concrete [1] |
| Main span design: | Tee beam [04] |
| Deck type: | Concrete Cast-in-Place [1] |
| Wearing surface: | Monolithic Concrete (concurrently placed with structural deck) [1] |
Latest Available Inspection: March 2018
| Good/Fair/Poor Condition: | Good |
| Status: | Open, no restriction [A] |
| Average daily traffic: | 50 [as of 1991] |
| Deck condition: | Good [7 out of 9] |
| Superstructure condition: | Good [7 out of 9] |
| Substructure condition: | Very Good [8 out of 9] |
| Structural appraisal: | Better than present minimum criteria [7] |
| Deck geometry appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
| Water adequacy appraisal: | Better than present minimum criteria [7] |
| 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 assessed or calculated scour conditions; field review indicates action is required. [4] |
| Sufficiency rating: | 95.0 |
Previous Inspections
| Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
|---|---|---|---|---|---|---|
| March 2018 | Good | Good | Good | Very Good | 50 | 95.0 |
| February 2016 | Good | Good | Good | Very Good | 50 | 95.0 |
| March 2014 | Fair | Good | Good | Satisfactory | 50 | 95.0 |
| March 2012 | Fair | Good | Good | Fair | 50 | 88.0 |
| March 2010 | Fair | Satisfactory | Good | Good | 50 | 99.0 |
| March 2008 | Fair | Satisfactory | Good | Good | 50 | 98.0 |
| March 2004 | Good | Good | Good | Good | 50 | 99.0 |
| January 2002 | Good | Good | Good | Good | 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/1495609
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1495609