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US 40 ALT over LITTLE BEAVER CREEK
Map
Coordinates:
+39.54658, -77.67704
39°32'48" N, 77°40'37" W
+39.54658, -77.67704
39°32'48" N, 77°40'37" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
| Name: | US 40 ALT over LITTLE BEAVER CREEK |
| Structure number: | 100000210021010 |
| Location: | 2.06 MILES WEST OF MD 68 |
| Purpose: | Carries highway over waterway |
| Route classification: | Minor Arterial (Rural) [06] |
| Length of largest span: | 26.9 ft. [8.2 m] |
| Total length: | 29.9 ft. [9.1 m] |
| Roadway width between curbs: | 40.0 ft. [12.2 m] |
| Deck width edge-to-edge: | 42.3 ft. [12.9 m] |
| Owner: | State Highway Agency [01] |
| Year built: | 1949 |
| Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
| Design load: | M 18 / H 20 [4] |
| Main span material: | Masonry [8] |
| Main span design: | Arch - Deck [11] |
| Deck type: | Concrete Cast-in-Place [1] |
| Wearing surface: | Bituminous [6] |
Latest Available Inspection: December 2017
| Good/Fair/Poor Condition: | Fair |
| Status: | Open, no restriction [A] |
| Average daily traffic: | 6,082 [as of 2009] |
| Truck traffic: | 8% of total traffic |
| Deck condition: | Satisfactory [6 out of 9] |
| Superstructure condition: | Satisfactory [6 out of 9] |
| Substructure condition: | Satisfactory [6 out of 9] |
| Structural appraisal: | Equal to present minimum criteria [6] |
| Deck geometry appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
| Water adequacy appraisal: | Superior to present desirable criteria [9] |
| Roadway alignment appraisal: | Equal to present desirable criteria [8] |
| Channel protection: | Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. [6] |
| Pier/abutment protection: | None present but re-evaluation suggested [5] |
| Scour condition: | Bridge foundations determined to be stable for the assessed or calculated scour condition. [8] |
| Sufficiency rating: | 94.2 |
Previous Inspections
| Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
|---|---|---|---|---|---|---|
| December 2017 | Fair | Satisfactory | Satisfactory | Satisfactory | 6082 | 94.2 |
| December 2015 | Fair | Satisfactory | Fair | Satisfactory | 6082 | 83.1 |
| December 2013 | Fair | Satisfactory | Fair | Satisfactory | 6082 | 83.1 |
| December 2011 | Fair | Satisfactory | Fair | Satisfactory | 6082 | 82.9 |
| December 2009 | Fair | Satisfactory | Satisfactory | Satisfactory | 6392 | 94.0 |
| December 2007 | Fair | Satisfactory | Satisfactory | Satisfactory | 7850 | 93.8 |
| December 2005 | Fair | Satisfactory | Satisfactory | Satisfactory | 7850 | 93.8 |
| December 2003 | Fair | Satisfactory | Satisfactory | Satisfactory | 7850 | 93.8 |
| December 2001 | Fair | Satisfactory | Satisfactory | Satisfactory | 6950 | 93.9 |
| December 1999 | Fair | Satisfactory | Satisfactory | Satisfactory | 6950 | 93.9 |
| December 1997 | Fair | Satisfactory | Satisfactory | Satisfactory | 6950 | 93.9 |
| January 1996 | Fair | Satisfactory | Satisfactory | Satisfactory | 6950 | 94.0 |
| January 1994 | Fair | Very Good | Good | Satisfactory | 6950 | 94.0 |
| January 1992 | Fair | Satisfactory | Satisfactory | Satisfactory | 6950 | 94.0 |
© 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/1241830
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1241830