14TH ST NB&SB& over LANE C & C1 I-395

Map

Coordinates:
+38.87924, -77.03621
38°52'45" N, 77°02'10" W

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

Name:	14TH ST NB&SB& over LANE C & C1 I-395
Structure number:	1134
Location:	14TH ST NB&SB OVER I-
Purpose:	Carries highway over highway
Route classification:	Other Principal Arterial (Urban) `[14]`
Length of largest span:	88.9 ft. `[27.1 m]`
Total length:	131.9 ft. `[40.2 m]`
Roadway width between curbs:	99.1 ft. `[30.2 m]`
Deck width edge-to-edge:	106.0 ft. `[32.3 m]`
Vertical clearance below bridge:	13.1 ft. `[4.0 m]`
Skew angle:	99°
Owner:	State Highway Agency `[01]`
Year built:	1969
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:	Latex Concrete or similar additive `[3]`

Good/Fair/Poor Condition:	Fair
Status:	Open, no restriction `[A]`
Average daily traffic:	95,000 `[as of 2007]`
Truck traffic:	6% of total traffic
Deck condition:	Satisfactory `[6 out of 9]`
Superstructure condition:	Fair `[5 out of 9]`
Substructure condition:	Satisfactory `[6 out of 9]`
Structural appraisal:	Somewhat better than minimum adequacy to tolerate being left in place as is `[5]`
Deck geometry appraisal:	Superior to present desirable criteria `[9]`
Underclearances appraisal:	Basically intolerable requiring high priority of corrrective action `[3]`
Roadway alignment appraisal:	Better than present minimum criteria `[7]`
Scour condition:	Bridge not over waterway. `[N]`
Sufficiency rating:	70.0
Recommended work:	Bridge deck rehabilitation with only incidental widening. `[36]`
Estimated cost of work:	$900,000

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
November 2018	Fair	Satisfactory	Fair	Satisfactory	95000	70.0
December 2016	Fair	Satisfactory	Fair	Satisfactory	95000	70.0
November 2014	Fair	Satisfactory	Fair	Satisfactory	95000	70.0
November 2012	Fair	Fair	Fair	Satisfactory	95000	69.0
March 2011	Fair	Fair	Satisfactory	Satisfactory	95000	80.0
February 2009	Fair	Satisfactory	Satisfactory	Satisfactory	95000	81.0
January 2007	Fair	Satisfactory	Satisfactory	Satisfactory	95000	81.0
January 2005	Fair	Good	Satisfactory	Satisfactory	95000	81.0
February 2003	Fair	Good	Satisfactory	Satisfactory	95000	81.0
January 2001	Fair	Good	Satisfactory	Satisfactory	95000	81.0
August 1998	Fair	Good	Good	Satisfactory	95000	78.0
November 1996	Fair	Good	Good	Satisfactory	95000	78.0
May 1993	Fair	Good	Good	Satisfactory	95000	78.0
December 1990	Good	Good	Good	Good	95000	78.0

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.	3,052	242	2,795	15	0
Steel Protective Coating	sq. ft.	24,416	24,412	0	4	0
Deck
Reinforced Concrete Deck	sq. ft.	19,023	18,942	63	18	0
Wearing Surfaces	sq. ft.	22,763	22,148	600	15	0
Substructure
Reinforced Concrete Pier Wall	linear ft.	225	200	25	0	0
Reinforced Concrete Abutment	linear ft.	328	319	3	6	0
Joints
Compression Joint	linear ft.	305	175	0	128	2
Assembly without Seal Joint	linear ft.	375	46	55	274	0
Bearings
Movable Bearing	each	40	14	5	20	1
Steel Protective Coating	sq. ft.	40	40	0	0	0
Fixed Bearing	each	20	20	0	0	0
Steel Protective Coating	sq. ft.	20	20	0	0	0
Bridge Rail
Steel or Aluminum Bridge Rail	linear ft.	343	0	343	0	0
Steel Protective Coating	sq. ft.	200	0	0	200	0
Reinforced Concrete Bridge Rail	linear ft.	518	498	20	0	0