35TH ST, N.E. over EAST CAPITOL ST

Map

Coordinates:
+38.88989, -76.95589
38°53'24" N, 76°57'21" W

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

Name:	35TH ST, N.E. over EAST CAPITOL ST
Structure number:	0040-1
Location:	35th St over East Capitol
Purpose:	Carries highway and pedestrian walkway over highway
Route classification:	Local (Urban) `[19]`
Length of largest span:	37.7 ft. `[11.5 m]`
Total length:	80.7 ft. `[24.6 m]`
Roadway width between curbs:	29.9 ft. `[9.1 m]`
Deck width edge-to-edge:	44.0 ft. `[13.4 m]`
Vertical clearance below bridge:	19.7 ft. `[6.0 m]`
Skew angle:	31°
Owner:	State Highway Agency `[01]`
Year built:	1954
Year reconstructed:	2006
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:	2
Main spans material:	Steel continuous `[4]`
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:	2,500 `[as of 2007]`
Truck traffic:	3% of total traffic
Deck condition:	Satisfactory `[6 out of 9]`
Superstructure condition:	Good `[7 out of 9]`
Substructure condition:	Satisfactory `[6 out of 9]`
Structural appraisal:	Equal to present minimum criteria `[6]`
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:	90.3

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
June 2017	Fair	Satisfactory	Good	Satisfactory	2500	90.3
June 2015	Fair	Satisfactory	Good	Satisfactory	2500	90.3
June 2013	Fair	Satisfactory	Good	Satisfactory	2500	90.3
June 2011	Fair	Fair	Fair	Satisfactory	2500	78.3
October 2009	Fair	Fair	Satisfactory	Satisfactory	2500	89.3
November 2007	Fair	Fair	Satisfactory	Satisfactory	12500	49.8
July 2003	Fair	Fair	Satisfactory	Satisfactory	12500	49.8
December 2001	Fair	Fair	Satisfactory	Satisfactory	12500	49.8
August 2001	Fair	Fair	Satisfactory	Satisfactory	12500	49.8
July 1998	Fair	Fair	Satisfactory	Good	12500	49.8
October 1996	Fair	Fair	Satisfactory	Good	12500	49.8
October 1993	Fair	Satisfactory	Satisfactory	Satisfactory	12500	70.8
October 1991	Fair	Satisfactory	Satisfactory	Satisfactory	12500	70.8

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.	404	404	0	0	0
Steel Protective Coating	sq. ft.	2,895	2,800	95	0	0
Deck
Reinforced Concrete Deck	sq. ft.	3,550	2,644	906	0	0
Substructure
Reinforced Concrete Pier Wall	linear ft.	51	17	34	0	0
Reinforced Concrete Abutment	linear ft.	102	14	84	4	0
Joints
Pourable Joint	linear ft.	102	102	0	0	0
Bearings
Elastomeric Bearing	each	15	15	0	0	0
Bridge Rail
Steel or Aluminum Bridge Rail	linear ft.	161	161	0	0	0
Steel Protective Coating	sq. ft.	3,460	3,460	0	0	0
Reinforced Concrete Bridge Rail	linear ft.	161	161	0	0	0
Concrete Protective Coating	sq. ft.	483	471	0	0	12