PORT BOULEVARD over INTRACOASTAL WATERWAY

Map

Coordinates:
+25.78000, -80.18333
25°46'48" N, 80°10'60" W

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

Name:	PORT BOULEVARD over INTRACOASTAL WATERWAY
Structure number:	875000
Location:	PORT BOULEVARD
Purpose:	Carries highway and pedestrian walkway over highway and waterway
Route classification:	Other Principal Arterial (Urban) `[14]`
Length of largest span:	194.9 ft. `[59.4 m]`
Total length:	2521.1 ft. `[768.4 m]`
Roadway width between curbs:	40.4 ft. `[12.3 m]`
Deck width edge-to-edge:	53.2 ft. `[16.2 m]`
Vertical clearance below bridge:	62.3 ft. `[19.0 m]`
Skew angle:	40°
Owner:	State Highway Agency `[01]`
Year built:	1991
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:	16
Main spans material:	Prestressed concrete continuous `[6]`
Main spans design:	Segmental box girder `[21]`
Deck type:	Concrete Precast Panels `[2]`
Wearing surface:	Monolithic Concrete (concurrently placed with structural deck) `[1]`

Good/Fair/Poor Condition:	Good
Status:	Open, no restriction `[A]`
Average daily traffic:	4,350 `[as of 2017]`
Truck traffic:	7% of total traffic
Deck condition:	Good `[7 out of 9]`
Superstructure condition:	Good `[7 out of 9]`
Substructure condition:	Good `[7 out of 9]`
Structural appraisal:	Better than present minimum criteria `[7]`
Deck geometry appraisal:	Meets minimum tolerable limits to be left in place as is `[4]`
Underclearances appraisal:	Meets minimum tolerable limits to be left in place as is `[4]`
Water adequacy appraisal:	Better than present minimum criteria `[7]`
Roadway alignment appraisal:	Better than present minimum criteria `[7]`
Channel protection:	Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. `[7]`
Pier/abutment protection:	In place and functioning `[2]`
Scour condition:	Bridge foundations determined to be stable for assessed or calculated scour condition. `[5]`
Sufficiency rating:	80.7

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
February 2018	Good	Good	Good	Good	4350	80.7
February 2016	Good	Good	Good	Good	7350	80.6
February 2014	Good	Good	Good	Good	7850	80.5
February 2012	Good	Good	Good	Good	6600	80.6
February 2010	Good	Good	Good	Good	9150	80.5
February 2008	Good	Good	Good	Good	9450	80.4
January 2008	Good	Very Good	Very Good	Very Good	9500	80.4
January 2006	Good	Very Good	Very Good	Very Good	12000	82.3
February 2004	Good	Very Good	Very Good	Very Good	11500	82.3
December 2001	Good	Very Good	Very Good	Very Good	10500	82.4
February 2000	Good	Very Good	Very Good	Very Good	6400	62.9
October 1997	Good	Very Good	Very Good	Very Good	9400	79.1
September 1995	Good	Good	Good	Good	5000	79.7
September 1993	Fair	Good	Satisfactory	Very Good	5000	79.7
October 1991	Fair	Good	Satisfactory	Very Good	5000	80.7

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.

Element	Units	Quantity	1-Good	2-Fair	3-Poor	4-Serious
Superstructure
Prestressed Concrete Closed Web/Box Girder	linear ft.	2,521	2,510	11	0	0
Deck
Reinforced Concrete Deck	sq. ft.	133,989	133,983	0	6	0
Substructure
Reinforced Concrete Column	each	15	15	0	0	0
Reinforced Concrete Abutment	linear ft.	105	105	0	0	0
Reinforced Concrete Pile Cap/Footing	linear ft.	305	237	60	8	0
Prestressed Concrete Pile	each	113	113	0	0	0
Reinforced Concrete Pier Cap	linear ft.	413	413	0	0	0
Joints
Assembly with Seal	each	159	0	0	0	159
Bearings
Pot Bearing	each	54	0	53	1	0
Bridge Rail
Reinforced Concrete Bridge Rail	linear ft.	5,042	5,037	0	5	0
Other Material Bridge Rail	linear ft.	2,521	2,521	0	0	0