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Independence Ave. over PEDESTRIAN WALK

Washington, District of Columbia

Map

Coordinates:
+38.90456, -76.97178
38°54'16" N, 76°58'18" W

Facts

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

Name:	Independence Ave. over PEDESTRIAN WALK
Structure number:	0041-2
Location:	Ind. Ave. over Ped. Walk
Purpose:	Carries highway and pedestrian walkway over highway
Route classification:	Other Principal Arterial (Urban) `[14]`
Length of largest span:	28.9 ft. `[8.8 m]`
Total length:	33.1 ft. `[10.1 m]`
Roadway width between curbs:	54.1 ft. `[16.5 m]`
Deck width edge-to-edge:	66.6 ft. `[20.3 m]`
Vertical clearance below bridge:	9.8 ft. `[3.0 m]`
Owner:	State Highway Agency `[01]`
Year built:	1954
Year reconstructed:	1992
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: June 2016

Good/Fair/Poor Condition:	Fair
Status:	Open, no restriction `[A]`
Average daily traffic:	21,300 `[as of 2007]`
Truck traffic:	3% of total traffic
Deck condition:	Good `[7 out of 9]`
Superstructure condition:	Fair `[5 out of 9]`
Substructure condition:	Satisfactory `[6 out of 9]`
Structural appraisal:	Somewhat better than minimum adequacy to tolerate being left in place as is `[5]`
Deck geometry appraisal:	Meets minimum tolerable limits to be left in place as is `[4]`
Underclearances appraisal:	Basically intolerable requiring high priority of corrrective action `[3]`
Roadway alignment appraisal:	Equal to present desirable criteria `[8]`
Scour condition:	Bridge not over waterway. `[N]`
Sufficiency rating:	64.8

Previous Inspections

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
June 2016	Fair	Good	Fair	Satisfactory	21300	64.8
May 2014	Fair	Good	Fair	Satisfactory	21300	64.8
July 2012	Fair	Good	Satisfactory	Excellent	21300	74.3
July 2010	Fair	Good	Fair	Satisfactory	21300	62.7
August 2008	Fair	Good	Fair	Satisfactory	21300	62.7
August 2006	Good	Very Good	Good	Good	21300	74.3
August 2004	Good	Good	Good	Very Good	21300	74.3
September 2002	Good	Good	Good	Very Good	21300	74.3
December 2000	Good	Very Good	Good	Very Good	21300	74.3
June 1998	Fair	Very Good	Satisfactory	Very Good	21300	72.3
October 1996	Fair	Very Good	Satisfactory	Very Good	21300	72.3
March 1993	Good	Excellent	Excellent	Very Good	21300	72.8
March 1990	Poor	Poor	Poor	Fair	21300	37.4

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.	319	268	24	27	0
Steel Protective Coating	sq. ft.	1,570	1,502	0	34	34
Deck
Reinforced Concrete Deck	sq. ft.	2,195	2,176	19	0	0
Substructure
Reinforced Concrete Abutment	linear ft.	130	39	29	62	0
Concrete Protective Coating	sq. ft.	2,046	2,046	0	0	0
Joints
Compression Joint	linear ft.	130	99	13	16	2
Bearings
Elastomeric Bearing	each	22	18	3	1	0
Steel Protective Coating	sq. ft.	12	8	0	0	4
Bridge Rail
Steel or Aluminum Bridge Rail	linear ft.	128	117	9	2	0
Steel Protective Coating	sq. ft.	400	394	0	3	3
Reinforced Concrete Bridge Rail	linear ft.	64	54	10	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/1076586