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CONGRESS AVE over BOYNTON CANAL C-16

Palm Beach County, Florida

Map

Coordinates:
+26.53933, -80.09071
26°32'22" N, 80°05'27" W

Facts

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

Name:	CONGRESS AVE over BOYNTON CANAL C-16
Structure number:	934491
Location:	0.8Mi NORTH OF CR-804
Purpose:	Carries highway and pedestrian walkway over waterway
Route classification:	Other Principal Arterial (Urban) `[14]`
Length of largest span:	42.0 ft. `[12.8 m]`
Total length:	126.0 ft. `[38.4 m]`
Roadway width between curbs:	80.4 ft. `[24.5 m]`
Deck width edge-to-edge:	116.8 ft. `[35.6 m]`
Owner:	County Highway Agency `[02]`
Year built:	1982
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:	Prestressed concrete `[5]`
Main spans design:	Slab `[01]`
Deck type:	Concrete Precast Panels `[2]`
Wearing surface:	Bituminous `[6]`

Latest Available Inspection: June 2018

Good/Fair/Poor Condition:	Good
Status:	Open, no restriction `[A]`
Average daily traffic:	36,500 `[as of 2018]`
Truck traffic:	2% 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:	Somewhat better than minimum adequacy to tolerate being left in place as is `[5]`
Water adequacy appraisal:	Better than present minimum criteria `[7]`
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:	91.8

Previous Inspections

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
June 2018	Good	Good	Good	Good	36500	91.8
June 2016	Good	Good	Good	Good	36500	91.8
June 2014	Good	Good	Good	Good	3000	96.6
June 2012	Good	Good	Good	Good	3000	96.6
June 2010	Good	Good	Good	Good	3000	96.6
June 2008	Good	Good	Good	Good	3000	96.6
June 2006	Good	Good	Good	Good	3000	96.6
June 2004	Good	Good	Good	Good	3000	95.6
June 2002	Good	Good	Good	Good	3000	95.6
June 2000	Good	Good	Good	Good	14000	98.0
June 1998	Good	Good	Good	Good	14000	98.0
June 1996	Good	Good	Good	Good	14000	95.0
April 1994	Fair	Good	Satisfactory	Good	14000	95.9
April 1992	Fair	Fair	Fair	Good	14000	83.6
March 1990	Good	Good	Good	Good	14000	95.9

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.	234	234	0	0	0
Prestressed Concrete Pile	each	70	0	57	13	0
Reinforced Concrete Pier Cap	linear ft.	234	234	0	0	0
Joints
Pourable Joint	linear ft.	93	93	0	0	0
Bridge Rail
Reinforced Concrete Bridge Rail	linear ft.	126	126	0	0	0
Other Material Bridge Rail	linear ft.	252	252	0	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/1089416