GAULT PLACE over WATTS BRANCH
Map
Coordinates:
+38.89907, -76.9401938°53'57" N, 76°56'25" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | GAULT PLACE over WATTS BRANCH |
Structure number: | 0222 |
Location: | GAULT PL OVER WATTS BR |
Purpose: | Carries highway and pedestrian walkway over waterway |
Route classification: | Local (Urban) [19] |
Length of largest span: | 58.1 ft. [17.7 m] |
Total length: | 64.6 ft. [19.7 m] |
Roadway width between curbs: | 25.9 ft. [7.9 m] |
Deck width edge-to-edge: | 42.3 ft. [12.9 m] |
Skew angle: | 45° |
Owner: | State Highway Agency [01] |
Year built: | 1956 |
Year reconstructed: | 2014 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Main span material: | Steel [3] |
Main span design: | Stringer/Multi-beam or girder [02] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Monolithic Concrete (concurrently placed with structural deck) [1] |
Latest Available Inspection: February 2017
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 2,000 [as of 2007] |
Truck traffic: | 1% of total traffic |
Deck condition: | Very Good [8 out of 9] |
Superstructure condition: | Very Good [8 out of 9] |
Substructure condition: | Good [7 out of 9] |
Structural appraisal: | Better than present minimum criteria [7] |
Deck geometry appraisal: | Meets minimum tolerable limits to be left in place as is [4] |
Water adequacy appraisal: | Better than present minimum criteria [7] |
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] |
Scour condition: | Bridge foundations determined to be stable for assessed or calculated scour condition. [5] |
Sufficiency rating: | 82.8 |
Recommended work: | Other structural work, including hydraulic replacements. [38] |
Estimated cost of work: | $400,000 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
February 2017 | Good | Very Good | Very Good | Good | 2000 | 82.8 |
February 2015 | Good | Good | Good | Good | 2000 | 79.8 |
March 2014 | Poor | Poor | Fair | Satisfactory | 2000 | 78.0 |
March 2012 | Fair | Satisfactory | Fair | Satisfactory | 2000 | 81.0 |
March 2010 | Fair | Fair | Fair | Satisfactory | 2000 | 80.0 |
April 2008 | Fair | Fair | Fair | Satisfactory | 2500 | 72.9 |
April 2006 | Poor | Satisfactory | Poor | Satisfactory | 2500 | 57.8 |
May 2004 | Poor | Satisfactory | Poor | Satisfactory | 2500 | 57.8 |
June 2002 | Poor | Satisfactory | Poor | Satisfactory | 2500 | 57.8 |
November 1999 | Poor | Satisfactory | Poor | Satisfactory | 2500 | 57.8 |
September 1997 | Fair | Satisfactory | Satisfactory | Satisfactory | 2500 | 91.0 |
September 1995 | Fair | Satisfactory | Satisfactory | Satisfactory | 2500 | 91.0 |
March 1993 | Fair | Satisfactory | Satisfactory | Satisfactory | 2500 | 77.8 |
October 1990 | Fair | Satisfactory | Satisfactory | Satisfactory | 2500 | 77.8 |
Element Data
Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
Element | Units | Quantity | 1-Good | 2-Fair | 3-Poor | 4-Serious |
---|
Superstructure |
Steel Girder/Beam | linear ft. | 478 | 477 | 1 | 0 | 0 |
Steel Protective Coating | sq. ft. | 2,362 | 2,362 | 0 | 0 | 0 |
Deck |
Reinforced Concrete Deck | sq. ft. | 2,735 | 2,725 | 10 | 0 | 0 |
Wearing Surfaces | sq. ft. | 1,680 | 1,680 | 0 | 0 | 0 |
Substructure |
Reinforced Concrete Abutment | linear ft. | 122 | 121 | 1 | 0 | 0 |
Joints |
Compression Joint | linear ft. | 110 | 110 | 0 | 0 | 0 |
Bearings |
Elastomeric Bearing | each | 16 | 16 | 0 | 0 | 0 |
Bridge Rail |
Reinforced Concrete Bridge Rail | linear ft. | 128 | 128 | 0 | 0 | 0 |