US-1 TO I-95 SB over I-95 NB TO SE 1ST AVE

Map

Coordinates:
+25.77282, -80.19702
25°46'22" N, 80°11'49" W

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

Name:	US-1 TO I-95 SB over I-95 NB TO SE 1ST AVE
Structure number:	870473
Location:	DOWNTOWN INTRCHG
Purpose:	Carries highway overpass (fourth level) over highway
Route classification:	Principal Arterial - Other Freeways or Expressways (Urban) `[12]`
Length of largest span:	158.8 ft. `[48.4 m]`
Total length:	1522.1 ft. `[463.9 m]`
Roadway width between curbs:	17.7 ft. `[5.4 m]`
Deck width edge-to-edge:	24.3 ft. `[7.4 m]`
Vertical clearance above deck:	18.0 ft. `[5.5 m]`
Vertical clearance below bridge:	16.4 ft. `[5.0 m]`
Skew angle:	99°
Owner:	State Highway Agency `[01]`
Year built:	1968
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:	4
Main spans material:	Steel continuous `[4]`
Main spans design:	Stringer/Multi-beam or girder `[02]`
Deck type:	Concrete Cast-in-Place `[1]`

Good/Fair/Poor Condition:	Fair
Status:	Open, no restriction `[A]`
Average daily traffic:	17,500 `[as of 2017]`
Truck traffic:	4% of total traffic
Deck condition:	Good `[7 out of 9]`
Superstructure condition:	Satisfactory `[6 out of 9]`
Substructure condition:	Good `[7 out of 9]`
Structural appraisal:	Equal to present minimum criteria `[6]`
Deck geometry appraisal:	Basically intolerable requiring high priority of replacement `[2]`
Underclearances appraisal:	Basically intolerable requiring high priority of corrrective action `[3]`
Roadway alignment appraisal:	Equal to present minimum criteria `[6]`
Scour condition:	Bridge not over waterway. `[N]`
Sufficiency rating:	88.8

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
July 2018	Fair	Good	Satisfactory	Good	17500	88.8
July 2016	Fair	Good	Satisfactory	Good	38500	87.7
July 2014	Fair	Good	Satisfactory	Good	16000	88.9
July 2012	Fair	Good	Satisfactory	Good	15000	89.0
July 2010	Fair	Good	Satisfactory	Good	14500	83.9
July 2008	Good	Good	Good	Good	15750	84.9
July 2007	Good	Good	Good	Very Good	15000	84.9
July 2006	Good	Good	Good	Very Good	15000	84.9
July 2004	Good	Good	Good	Very Good	17750	84.8
June 2003	Good	Good	Good	Very Good	19000	84.7
May 2002	Good	Good	Good	Very Good	17500	84.8
February 2001	Good	Good	Good	Very Good	38000	83.6
March 1999	Good	Good	Good	Very Good	37000	79.8
February 1997	Good	Good	Good	Very Good	36667	91.4
February 1995	Good	Good	Good	Very Good	36667	92.1
November 1992	Good	Good	Good	Very Good	36667	92.1
July 1990	Good	Good	Good	Very Good	36667	92.1

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.	2,152	2,152	0	0	0
Steel Protective Coating	sq. ft.	29,724	29,724	0	0	0
Prestressed Concrete Girder/Beam	linear ft.	3,527	3,504	20	3	0
Deck
Reinforced Concrete Deck	sq. ft.	36,988	3,045	33,943	0	0
Substructure
Reinforced Concrete Column	each	23	22	0	1	0
Steel Pier Cap	linear ft.	80	78	2	0	0
Steel Protective Coating	sq. ft.	1,520	1,520	0	0	0
Reinforced Concrete Pier Cap	linear ft.	404	399	1	4	0
Joints
Pourable Joint	linear ft.	404	338	66	0	0
Open Joint	linear ft.	60	60	0	0	0
Bearings
Elastomeric Bearing	each	46	46	0	0	0
Movable Bearing	each	47	0	40	4	3
Steel Protective Coating	sq. ft.	94	92	2	0	0
Fixed Bearing	each	35	35	0	0	0
Steel Protective Coating	sq. ft.	1,000	1,000	0	0	0
Bridge Rail
Reinforced Concrete Bridge Rail	linear ft.	3,045	3,040	0	5	0