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GAULT PLACE over WATTS BRANCH

Washington, District of Columbia

Map

Coordinates:
+38.89907, -76.94019
38°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:	42.0 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]`
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, 2018 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

© Copyright 2012-19, 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/1076648