SR 91 TPK SB 131.0 over ST LUCIE CANAL

Map

Coordinates:
+27.11767, -80.27494
27°07'04" N, 80°16'30" W

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

Name:	SR 91 TPK SB 131.0 over ST LUCIE CANAL
Structure number:	890066
Location:	3.7MI S/O STUART INT.
Purpose:	Carries highway over waterway
Route classification:	Principal Arterial - Other Freeways or Expressways (Urban) `[12]`
Tolls:	Yes, on toll road `[2]`
Length of largest span:	142.1 ft. `[43.3 m]`
Total length:	2750.1 ft. `[838.2 m]`
Roadway width between curbs:	60.0 ft. `[18.3 m]`
Deck width edge-to-edge:	63.0 ft. `[19.2 m]`
Vertical clearance below bridge:	52.5 ft. `[16.0 m]`
Skew angle:	28°
Owner:	State Toll Authority `[31]`
Year built:	1957
Year reconstructed:	2004
Historic significance:	Bridge is not eligible for the National Register of Historic Places `[5]`
Design load:	MS 18+Mod / HS 20+Mod `[6]`
Main span material:	Steel `[3]`
Main span design:	Stringer/Multi-beam or girder `[02]`
Deck type:	Concrete Cast-in-Place `[1]`
Wearing surface:	Monolithic Concrete (concurrently placed with structural deck) `[1]`

Good/Fair/Poor Condition:	Fair
Status:	Open, no restriction `[A]`
Average daily traffic:	22,200 `[as of 2017]`
Truck traffic:	14% of total traffic
Deck condition:	Good `[7 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:	Superior to present desirable criteria `[9]`
Water adequacy appraisal:	Superior to present desirable criteria `[9]`
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:	92.8
Recommended work:	Other structural work, including hydraulic replacements. `[38]`
Estimated cost of work:	$2,492,000

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
November 2017	Fair	Good	Good	Satisfactory	22200	92.8
November 2015	Fair	Good	Good	Satisfactory	18000	93.2
November 2013	Fair	Good	Good	Satisfactory	16000	93.4
November 2011	Fair	Good	Good	Satisfactory	18000	93.2
November 2009	Fair	Good	Good	Satisfactory	18000	93.2
November 2007	Fair	Good	Good	Satisfactory	36500	91.4
November 2005	Fair	Good	Good	Satisfactory	30500	90.0
February 2005	Fair	Good	Good	Satisfactory	28200	90.2
November 2001	Fair	Satisfactory	Satisfactory	Satisfactory	20600	77.0
November 1999	Fair	Satisfactory	Satisfactory	Satisfactory	10700	67.0
October 1997	Fair	Fair	Fair	Satisfactory	10700	53.9
October 1995	Fair	Fair	Fair	Good	10700	56.0
October 1993	Fair	Satisfactory	Good	Good	36235	79.0
September 1991	Fair	Satisfactory	Good	Good	36235	64.6

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.	22,001	19,837	355	1,809	0
Steel Protective Coating	sq. ft.	250,199	249,733	70	396	0
Deck
Reinforced Concrete Deck	sq. ft.	173,544	171,664	1,880	0	0
Substructure
Reinforced Concrete Column	each	90	81	7	2	0
Reinforced Concrete Abutment	linear ft.	130	129	1	0	0
Reinforced Concrete Pier Cap	linear ft.	1,896	1,881	8	7	0
Joints
Pourable Joint	linear ft.	906	903	0	3	0
Bearings
Elastomeric Bearing	each	512	512	0	0	0
Bridge Rail
Reinforced Concrete Bridge Rail	linear ft.	5,500	5,485	0	15	0