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SR-808 (Glades Rd) over El Rio Canal E-4

Palm Beach County, Florida

Map

Coordinates:
+26.36228, -80.09703
26°21'44" N, 80°05'49" W

Facts

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

Name:	SR-808 (Glades Rd) over El Rio Canal E-4
Structure number:	930319
Location:	1.4 miles east of I-95
Purpose:	Carries highway and pedestrian walkway over waterway
Route classification:	Other Principal Arterial (Urban) `[14]`
Length of largest span:	27.6 ft. `[8.4 m]`
Total length:	125.0 ft. `[38.1 m]`
Roadway width between curbs:	106.0 ft. `[32.3 m]`
Deck width edge-to-edge:	127.0 ft. `[38.7 m]`
Owner:	State Highway Agency `[01]`
Year built:	1978
Year reconstructed:	2000
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:	5
Main spans material:	Concrete continuous `[2]`
Main spans design:	Slab `[01]`
Deck type:	Steel plate (includes orthotropic) `[5]`

Latest Available Inspection: September 2017

Good/Fair/Poor Condition:	Fair
Status:	Open, no restriction `[A]`
Average daily traffic:	39,000 `[as of 2016]`
Truck traffic:	4% of total traffic
Deck condition:	Satisfactory `[6 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:	Somewhat better than minimum adequacy to tolerate being left in place as is `[5]`
Water adequacy appraisal:	Superior to present desirable criteria `[9]`
Roadway alignment appraisal:	Equal to present desirable criteria `[8]`
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 the assessed or calculated scour condition. `[8]`
Sufficiency rating:	92.5

Previous Inspections

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
September 2017	Fair	Satisfactory	Good	Good	39000	92.5
September 2015	Fair	Satisfactory	Good	Good	37000	92.8
September 2014	Good	Good	Good	Good	37000	92.8
September 2012	Good	Good	Good	Good	36500	92.9
September 2010	Good	Good	Good	Good	25000	94.6
September 2008	Good	Good	Good	Very Good	30000	93.8
October 2007	Good	Good	Good	Very Good	20200	95.3
September 2006	Good	Good	Good	Good	29750	70.1
November 2004	Good	Good	Good	Good	31500	71.9
September 2002	Good	Good	Good	Good	29250	74.1
September 2000	Good	Good	Good	Good	28000	74.2
March 1999	Good	Good	Good	Good	25750	75.3
March 1997	Good	Good	Good	Very Good	24600	73.5
June 1995	Good	Good	Good	Very Good	24600	74.2
February 1993	Good	Good	Good	Very Good	9341	75.7
March 1991	Good	-	Good	Very Good	27599	71.8

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.	265	265	0	0	0
Prestressed Concrete Pile	each	68	66	0	2	0
Reinforced Concrete Pier Cap	linear ft.	508	505	0	3	0
Joints
Pourable Joint	linear ft.	254	0	0	251	3
Bridge Rail
Reinforced Concrete Bridge Rail	linear ft.	250	250	0	0	0
Other Material Bridge Rail	linear ft.	250	239	10	1	0
Deck
Reinforced Concrete Slab	sq. ft.	15,875	11,904	2,976	995	0

© Copyright 2012-20, James Baughn
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
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