SOUTHEAST FWY over 8TH STREET

Map

Coordinates:
+38.87851, -76.99497
38°52'43" N, 76°59'42" W

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

Name:	SOUTHEAST FWY over 8TH STREET
Structure number:	1401
Location:	SE FRWY OVER 8TH ST
Purpose:	Carries highway over highway
Route classification:	Principal Arterial - Interstate (Urban) `[11]`
Length of largest span:	80.7 ft. `[24.6 m]`
Total length:	368.1 ft. `[112.2 m]`
Roadway width between curbs:	162.1 ft. `[49.4 m]`
Deck width edge-to-edge:	167.3 ft. `[51.0 m]`
Vertical clearance below bridge:	14.4 ft. `[4.4 m]`
Skew angle:	15°
Owner:	State Highway Agency `[01]`
Year built:	1970
Year reconstructed:	2002
Historic significance:	Bridge is not eligible for the National Register of Historic Places `[5]`
Design load:	MS 18 / HS 20 `[5]`
Number of main spans:	5
Main spans material:	Steel `[3]`
Main spans design:	Stringer/Multi-beam or girder `[02]`
Deck type:	Concrete Cast-in-Place `[1]`
Wearing surface:	Monolithic Concrete (concurrently placed with structural deck) `[1]`

Good/Fair/Poor Condition:	Fair
Status:	Open, no restriction `[A]`
Average daily traffic:	114,500 `[as of 2007]`
Truck traffic:	5% of total traffic
Deck condition:	Satisfactory `[6 out of 9]`
Superstructure condition:	Satisfactory `[6 out of 9]`
Substructure condition:	Satisfactory `[6 out of 9]`
Structural appraisal:	Equal to present minimum criteria `[6]`
Deck geometry appraisal:	Superior to present desirable criteria `[9]`
Underclearances appraisal:	Equal to present minimum criteria `[6]`
Roadway alignment appraisal:	Equal to present desirable criteria `[8]`
Pier/abutment protection:	Navigation protection not required `[1]`
Scour condition:	Bridge not over waterway. `[N]`
Operating rating:	85.8 tons `[78.0 metric tons]`
Inventory rating:	51.9 tons `[47.2 metric tons]`
Sufficiency rating:	87.3
Estimated cost of work:	$1,500,000

Date	Suff. Rating	Condition	Deck	Superstructure	Substructure	SD/FO	ADT
April 2015	87.3	Fair	Satisfactory	Satisfactory	Satisfactory	-	114500
February 2013	86.1	Fair	Good	Good	Satisfactory	-	114500
February 2011	73.5	Fair	Satisfactory	Fair	Satisfactory	-	114500
October 2008	86.1	Good	Good	Good	Good	-	114500
October 2006	87.2	Good	Good	Good	Good	-	103000
September 2004	87.2	Good	Very Good	Very Good	Very Good	-	103000
August 2002	87.2	Good	Excellent	Very Good	Very Good	-	103000
March 1998	72.8	Fair	Satisfactory	Fair	Satisfactory	-	103000
January 1996	74.0	Fair	Satisfactory	Fair	Satisfactory	-	103000
May 1993	86.2	Fair	Satisfactory	Satisfactory	Satisfactory	-	103000
January 1991	86.2	Fair	Satisfactory	Satisfactory	Satisfactory	-	103000

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.	9,954	9,476	478	0	0
Steel Protective Coating	sq. ft.	59,724	59,127	0	0	597
Deck
Reinforced Concrete Deck	sq. ft.	61,566	27,367	34,194	5	0
Substructure
Reinforced Concrete Column	each	44	32	6	6	0
Concrete Protective Coating	sq. ft.	3,648	3,283	365	0	0
Reinforced Concrete Abutment	linear ft.	195	162	9	24	0
Concrete Protective Coating	sq. ft.	3,900	3,900	0	0	0
Reinforced Concrete Pier Cap	linear ft.	987	858	124	5	0
Concrete Protective Coating	sq. ft.	11,450	10,305	1,145	0	0
Joints
Strip Seal Joint	linear ft.	542	0	0	542	0
Pourable Joint	linear ft.	195	0	195	0	0
Compression Joint	linear ft.	597	97	500	0	0
Bearings
Elastomeric Bearing	each	230	230	0	0	0
Bridge Rail
Reinforced Concrete Bridge Rail	linear ft.	1,454	1,444	10	0	0
Concrete Protective Coating	sq. ft.	5,888	4,588	588	419	293