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GARLAND ROAD over GARLAND LAKE
Map
Coordinates:
+38.91517, -75.79247
38°54'55" N, 75°47'33" W
+38.91517, -75.79247
38°54'55" N, 75°47'33" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
| Name: | GARLAND ROAD over GARLAND LAKE |
| Structure number: | 200000CO0016010 |
| Location: | 0.5 MILES NORTH OF MD 317 |
| Purpose: | Carries highway over waterway |
| Route classification: | Local (Rural) [09] |
| Length of largest span: | 54.1 ft. [16.5 m] |
| Total length: | 57.7 ft. [17.6 m] |
| Roadway width between curbs: | 30.8 ft. [9.4 m] |
| Deck width edge-to-edge: | 34.1 ft. [10.4 m] |
| Owner: | County Highway Agency [02] |
| Year built: | 2017 |
| Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
| Main span material: | Prestressed concrete [5] |
| Main span design: | Slab [01] |
| Deck type: | Concrete Cast-in-Place [1] |
| Wearing surface: | Monolithic Concrete (concurrently placed with structural deck) [1] |
Latest Available Inspection: December 2017
| Good/Fair/Poor Condition: | Good |
| Status: | Open, no restriction [A] |
| Average daily traffic: | 1,068 [as of 2013] |
| Truck traffic: | 1% of total traffic |
| Deck condition: | Good [7 out of 9] |
| Superstructure condition: | Good [7 out of 9] |
| Substructure condition: | Good [7 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: | Equal to present minimum criteria [6] |
| Roadway alignment appraisal: | Equal to present minimum criteria [6] |
| Channel protection: | Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. [8] |
| Scour condition: | Bridge with "unknown" foundation that has not been evaluated for scour. [U] |
| Sufficiency rating: | 96.1 |
Previous Inspections
| Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
|---|---|---|---|---|---|---|
| December 2017 | Good | Good | Good | Good | 1068 | 96.1 |
| January 2014 | Poor | Poor | Poor | Serious | 1186 | 24.2 |
| January 2012 | Poor | Fair | Fair | Poor | 1186 | 42.1 |
| January 2010 | Poor | Fair | Fair | Poor | 1128 | 42.2 |
| January 2008 | Poor | Fair | Fair | Poor | 270 | 50.5 |
| January 2006 | Poor | Fair | Fair | Poor | 270 | 50.5 |
| January 2004 | Fair | Satisfactory | Fair | Fair | 270 | 67.6 |
| January 2002 | Fair | Satisfactory | Fair | Fair | 230 | 69.1 |
| January 2000 | Fair | Satisfactory | Fair | Fair | 230 | 70.1 |
| January 1998 | Fair | Satisfactory | Fair | Fair | 230 | 70.1 |
| February 1996 | Fair | Satisfactory | Fair | Fair | 230 | 70.1 |
| October 1993 | Fair | Satisfactory | Fair | Fair | 230 | 70.1 |
| October 1991 | Fair | Satisfactory | Satisfactory | Satisfactory | 230 | 60.1 |
© 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/1243110
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1243110