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

Map

Coordinates:
+38.88977, -76.95592
38°53'23" 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:	21.0 ft. `[6.4 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:	Bituminous `[6]`

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]`
Operating rating:	82.8 tons `[75.3 metric tons]`
Inventory rating:	49.9 tons `[45.4 metric tons]`
Sufficiency rating:	90.3

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

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.	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	3,112	438	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
Steel Protective Coating	sq. ft.	38	38	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