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58TH STREET N.E. over WATTS BRANCH NE

Washington, District of Columbia

Map

Coordinates:
+35.45000, -76.91775
35°27'00" N, 76°55'04" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.

Name:	58TH STREET N.E. over WATTS BRANCH NE
Structure number:	0132
Location:	58TH ST OVER WATTS BRANCH
Purpose:	Carries highway and pedestrian walkway over waterway
Route classification:	Collector (Urban) `[17]`
Length of largest span:	3.6 ft. `[1.1 m]`
Total length:	3.9 ft. `[1.2 m]`
Roadway width between curbs:	40.0 ft. `[12.2 m]`
Deck width edge-to-edge:	55.1 ft. `[16.8 m]`
Skew angle:	30°
Owner:	State Highway Agency `[01]`
Year built:	1959
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:	5,500 `[as of 2007]`
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:	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]`
Pier/abutment protection:	Navigation protection not required `[1]`
Scour condition:	Countermeasures have been installed to mitigate an existing problem with scour. `[7]`
Sufficiency rating:	97.0
Recommended work:	Other structural work, including hydraulic replacements. `[38]`
Estimated cost of work:	$1,500,000

Previous Inspections

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
February 2017	Good	Good	Good	Good	5500	97.0
February 2015	Good	Good	Good	Good	5500	94.0
June 2012	Fair	Fair	Fair	Fair	5500	82.0
June 2010	Fair	Fair	Fair	Fair	5500	64.0
June 2008	Fair	Fair	Fair	Fair	5500	64.0
June 2006	Poor	Poor	Fair	Satisfactory	5300	64.0
May 2004	Poor	Poor	Fair	Satisfactory	5300	64.0
June 2002	Fair	Satisfactory	Satisfactory	Satisfactory	5300	78.0
November 1999	Fair	Satisfactory	Satisfactory	Satisfactory	5300	78.0
September 1997	Fair	Satisfactory	Satisfactory	Satisfactory	5300	74.9
September 1995	Good	Good	Good	Good	5300	78.0
March 1993	Fair	Satisfactory	Satisfactory	Satisfactory	5300	81.0
October 1990	Fair	Satisfactory	Satisfactory	Satisfactory	5300	81.0

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.	300	300	0	0	0
Deck
Reinforced Concrete Deck	sq. ft.	2,160	2,127	33	0	0
Wearing Surfaces	sq. ft.	2,160	2,160	0	0	0
Substructure
Reinforced Concrete Abutment	linear ft.	120	119	1	0	0
Joints
Compression Joint	linear ft.	118	118	0	0	0
Bearings
Elastomeric Bearing	each	16	13	3	0	0
Bridge Rail
Steel or Aluminum Bridge Rail	linear ft.	79	79	0	0	0
Steel Protective Coating	sq. ft.	247	247	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/1076632