Share:

NW 7TH STREET over EL RIO CANAL

Palm Beach County, Florida

Map

Coordinates:
+26.35649, -80.09825
26°21'23" N, 80°05'54" W

Facts

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

Name:	NW 7TH STREET over EL RIO CANAL
Structure number:	935221
Location:	0.05 MI W of NW 4TH AVE
Purpose:	Carries highway and pedestrian walkway over waterway
Route classification:	Local (Urban) `[19]`
Length of largest span:	39.0 ft. `[11.9 m]`
Total length:	116.1 ft. `[35.4 m]`
Roadway width between curbs:	31.2 ft. `[9.5 m]`
Deck width edge-to-edge:	44.3 ft. `[13.5 m]`
Owner:	City or Municipal Highway Agency `[04]`
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:	3
Main spans material:	Prestressed concrete `[5]`
Main spans design:	Tee beam `[04]`
Deck type:	Concrete Cast-in-Place `[1]`

Latest Available Inspection: September 2018

Good/Fair/Poor Condition:	Good
Status:	Open, no restriction `[A]`
Average daily traffic:	6,400 `[as of 2018]`
Truck traffic:	3% of total traffic
Deck condition:	Good `[7 out of 9]`
Superstructure condition:	Good `[7 out of 9]`
Substructure condition:	Very Good `[8 out of 9]`
Structural appraisal:	Better than present minimum criteria `[7]`
Deck geometry appraisal:	Basically intolerable requiring high priority of corrrective action `[3]`
Water adequacy appraisal:	Equal to present desirable criteria `[8]`
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:	89.0

Previous Inspections

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
September 2018	Good	Good	Good	Very Good	6400	89.0
September 2016	Good	Good	Good	Very Good	6400	89.0
September 2014	Good	Good	Good	Very Good	6400	89.0
September 2012	Good	Good	Good	Very Good	6400	89.0
September 2010	Good	Good	Good	Very Good	6400	88.3
September 2008	Good	Good	Good	Very Good	6400	88.3
September 2006	Good	Good	Good	Very Good	6400	83.2
November 2004	Good	Good	Good	Very Good	6400	83.2
November 2002	Good	Good	Good	Very Good	6400	84.2
March 2001	Good	Good	Good	Very Good	6400	84.2
March 1999	Good	Good	Good	Very Good	6400	84.2
March 1997	Good	Good	Good	Very Good	6400	84.2
March 1995	Good	Good	Good	Very Good	6400	85.3
January 1994	Good	Very Good	Excellent	Excellent	6400	81.7
January 1992	Good	Very Good	Excellent	Excellent	-	95.0

© 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/1089506