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SE 8th Street over Brickell Bay

Miami-Dade County, Florida

Map

Coordinates:
+25.76554, -80.18703
25°45'56" N, 80°11'13" W

View more info at Bridgehunter.com

Facts

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

Name:	SE 8th Street over Brickell Bay
Structure number:	876414
Location:	500 Ft. East of US-1
Purpose:	Carries highway and pedestrian walkway over waterway
Route classification:	Local (Urban) `[19]`
Length of largest span:	61.4 ft. `[18.7 m]`
Total length:	802.5 ft. `[244.6 m]`
Roadway width between curbs:	51.8 ft. `[15.8 m]`
Deck width edge-to-edge:	65.9 ft. `[20.1 m]`
Vertical clearance below bridge:	6.6 ft. `[2.0 m]`
Owner:	City or Municipal Highway Agency `[04]`
Year built:	1973
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:	13
Main spans material:	Prestressed concrete `[5]`
Main spans design:	Stringer/Multi-beam or girder `[02]`
Deck type:	Concrete Precast Panels `[2]`
Wearing surface:	Monolithic Concrete (concurrently placed with structural deck) `[1]`

Latest Available Inspection: June 2018

Good/Fair/Poor Condition:	Good
Status:	Open, no restriction `[A]`
Average daily traffic:	4,162 `[as of 2014]`
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:	Meets minimum tolerable limits to be left in place as is `[4]`
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]`
Pier/abutment protection:	Navigation protection not required `[1]`
Scour condition:	Bridge foundations determined to be stable for assessed or calculated scour condition. `[5]`
Sufficiency rating:	66.8
Estimated cost of work:	$5,590,000

Previous Inspections

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
June 2018	Good	Good	Good	Good	4162	66.8
June 2016	Good	Good	Good	Good	4162	66.8
June 2014	Good	Good	Good	Good	4162	66.8
June 2012	Good	Good	Good	Good	4162	66.8
June 2010	Poor	Fair	Fair	Poor	4162	43.8
June 2009	Poor	Fair	Fair	Poor	4162	43.8
June 2008	Poor	Fair	Fair	Poor	4162	43.8
September 2006	Fair	Fair	Fair	Fair	4162	54.8
September 2004	Fair	Fair	Fair	Fair	4162	54.8
December 2002	Fair	Fair	Fair	Fair	4162	71.8
March 2000	Fair	Fair	Satisfactory	Fair	4162	50.5
March 1998	Fair	Fair	Satisfactory	Fair	4080	48.0
March 1996	Fair	Satisfactory	Satisfactory	Fair	4000	49.0
May 1994	Fair	Satisfactory	Satisfactory	Fair	4000	50.0
May 1992	Fair	Satisfactory	Satisfactory	Fair	4000	50.0
May 1990	Fair	Satisfactory	Satisfactory	Satisfactory	1980	61.0

© 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/1088319