SOUTHEAST FWY over 8TH STREET

Map

Coordinates:
+38.87891, -76.99689
38°52'44" N, 76°59'49" 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:	13.1 ft. `[4.0 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]`
Sufficiency rating:	87.3
Estimated cost of work:	$1,500,000

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
April 2017	Fair	Satisfactory	Satisfactory	Satisfactory	114500	87.3
April 2015	Fair	Satisfactory	Satisfactory	Satisfactory	114500	87.3
February 2013	Fair	Good	Good	Satisfactory	114500	86.1
February 2011	Fair	Satisfactory	Fair	Satisfactory	114500	73.5
October 2008	Good	Good	Good	Good	114500	86.1
October 2006	Good	Good	Good	Good	103000	87.2
September 2004	Good	Very Good	Very Good	Very Good	103000	87.2
August 2002	Good	Excellent	Very Good	Very Good	103000	87.2
March 1998	Fair	Satisfactory	Fair	Satisfactory	103000	72.8
January 1996	Fair	Satisfactory	Fair	Satisfactory	103000	74.0
May 1993	Fair	Satisfactory	Satisfactory	Satisfactory	103000	86.2
January 1991	Fair	Satisfactory	Satisfactory	Satisfactory	103000	86.2

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.

Element	Units	Quantity	1-Good	2-Fair	3-Poor	4-Serious
Superstructure
Steel Girder/Beam	linear ft.	9,954	9,373	0	581	0
Steel Protective Coating	sq. ft.	59,724	59,127	0	0	597
Deck
Reinforced Concrete Deck	sq. ft.	61,566	49,795	11,767	4	0
Substructure
Reinforced Concrete Column	each	44	29	10	5	0
Concrete Protective Coating	sq. ft.	3,648	3,283	365	0	0
Reinforced Concrete Abutment	linear ft.	195	158	26	11	0
Concrete Protective Coating	sq. ft.	3,900	3,900	0	0	0
Reinforced Concrete Pier Cap	linear ft.	987	831	134	22	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