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GAULT PLACE over WATTS BRANCH

Washington, District of Columbia

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:	42.0 ft. `[12.8 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]`
Design load:	MS 18 / HS 20 `[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]`
Operating rating:	59.8 tons `[54.4 metric tons]`
Inventory rating:	36.0 tons `[32.7 metric tons]`
Sufficiency rating:	82.8
Recommended work:	Other structural work, including hydraulic replacements. `[38]`
Estimated cost of work:	$400,000

Previous Inspections

Date	Suff. Rating	Condition	Deck	Superstructure	Substructure	SD/FO	ADT
February 2017	82.8	Good	Very Good	Very Good	Good	-	2000
February 2015	79.8	Good	Good	Good	Good	-	2000
March 2014	78.0	Poor	Poor	Fair	Satisfactory	SD	2000
March 2012	81.0	Fair	Satisfactory	Fair	Satisfactory	-	2000
March 2010	80.0	Fair	Fair	Fair	Satisfactory	-	2000
April 2008	72.9	Fair	Fair	Fair	Satisfactory	-	2500
April 2006	57.8	Poor	Satisfactory	Poor	Satisfactory	SD	2500
May 2004	57.8	Poor	Satisfactory	Poor	Satisfactory	SD	2500
June 2002	57.8	Poor	Satisfactory	Poor	Satisfactory	SD	2500
November 1999	57.8	Poor	Satisfactory	Poor	Satisfactory	SD	2500
September 1997	91.0	Fair	Satisfactory	Satisfactory	Satisfactory	-	2500
September 1995	91.0	Fair	Satisfactory	Satisfactory	Satisfactory	-	2500
March 1993	77.8	Fair	Satisfactory	Satisfactory	Satisfactory	FO	2500
October 1990	77.8	Fair	Satisfactory	Satisfactory	Satisfactory	FO	2500

Element Data

Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.

Element	Units	Quantity	1. Good	2. Fair	3. Poor	4. Serious
Superstructure
Steel Girder/Beam	linear ft.	478	478	0	0	0
Steel Protective Coating	sq. ft.	2,362	2,362	0	0	0
Deck
Reinforced Concrete Deck	sq. ft.	2,735	2,735	0	0	0
Wearing Surfaces	sq. ft.	1,680	1,680	0	0	0
Substructure
Reinforced Concrete Abutment	linear ft.	122	0	122	0	0
Joints
Compression Joint	linear ft.	110	110	0	0	0
Bearings
Elastomeric Bearing	each	16	0	16	0	0
Bridge Rail
Reinforced Concrete Bridge Rail	linear ft.	128	128	0	0	0

© Copyright 2012-18, James Baughn
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
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