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:	65.0 ft. `[19.8 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:	7,350 `[as of 2014]`
Truck traffic:	30% 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]`
Operating rating:	70.7 tons `[64.3 metric tons]`
Inventory rating:	43.8 tons `[39.8 metric tons]`
Sufficiency rating:	80.6

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