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SR91 N/S TPK 76.17 over LATERAL CANAL #45

Palm Beach County, Florida

Map

Coordinates:
+26.37154, -80.17084
26°22'18" N, 80°10'15" W

Facts

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

Name:	SR91 N/S TPK 76.17 over LATERAL CANAL #45
Structure number:	930412
Location:	SR-91 OVER LAT CANAL 45
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:	30.5 ft. `[9.3 m]`
Total length:	81.0 ft. `[24.7 m]`
Roadway width between curbs:	128.0 ft. `[39.0 m]`
Deck width edge-to-edge:	132.9 ft. `[40.5 m]`
Owner:	State Toll Authority `[31]`
Year built:	1989
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:	3
Main spans material:	Concrete `[1]`
Main spans design:	Slab `[01]`
Deck type:	Concrete Cast-in-Place `[1]`

Latest Available Inspection: October 2017

Good/Fair/Poor Condition:	Good
Status:	Open, no restriction `[A]`
Average daily traffic:	98,900 `[as of 2017]`
Truck traffic:	11% 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:	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]`
Scour condition:	Bridge foundations determined to be stable for assessed or calculated scour condition. `[5]`
Sufficiency rating:	83.0

Previous Inspections

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
October 2017	Good	Good	Good	Good	98900	83.0
October 2015	Good	Good	Good	Good	85000	78.0
October 2013	Good	Good	Good	Good	78000	78.0
October 2011	Good	Good	Good	Good	78800	78.0
October 2009	Good	Good	Good	Good	82600	78.0
October 2007	Good	Good	Good	Good	98300	78.0
October 2005	Good	Good	Good	Good	92700	78.0
October 2003	Good	Good	Good	Good	73900	78.0
October 2001	Good	Good	Good	Good	63900	78.0
November 1999	Good	Good	Good	Good	39500	78.0
October 1997	Good	Good	Good	Good	39500	78.0
September 1995	Good	Good	Good	Good	39500	78.0
October 1993	Good	Good	Good	Good	61348	80.0
October 1991	Good	Very Good	Very Good	Very Good	61348	65.7

Element Data

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

Element	Units	Quantity	1-Good	2-Fair	3-Poor	4-Serious
Substructure
Reinforced Concrete Abutment	linear ft.	263	253	10	0	0
Prestressed Concrete Pile	each	31	31	0	0	0
Reinforced Concrete Pier Cap	linear ft.	266	266	0	0	0
Joints
Pourable Joint	linear ft.	133	133	0	0	0
Compression Joint	linear ft.	133	113	0	20	0
Bridge Rail
Reinforced Concrete Bridge Rail	linear ft.	243	131	110	2	0
Deck
Reinforced Concrete Slab	sq. ft.	10,773	10,402	371	0	0

© Copyright 2012-20, James Baughn
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1089155