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