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NW 7th Street over Wagner Creek Canal

Miami-Dade County, Florida

Map

Coordinates:
+25.78047, -80.20722
25°46'50" N, 80°12'26" W

View more info at Bridgehunter.com

Facts

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

Name:	NW 7th Street over Wagner Creek Canal
Structure number:	876400
Location:	260Ft. Wof NW7th AVE(SR7)
Purpose:	Carries highway and pedestrian walkway over waterway
Route classification:	Local (Urban) `[19]`
Length of largest span:	61.0 ft. `[18.6 m]`
Total length:	61.0 ft. `[18.6 m]`
Roadway width between curbs:	33.1 ft. `[10.1 m]`
Deck width edge-to-edge:	34.5 ft. `[10.5 m]`
Owner:	City or Municipal Highway Agency `[04]`
Year built:	1919
Historic significance:	Historical significance is not determinable at this time `[4]`
Design load:	MS 18 / HS 20 `[5]`
Main span material:	Concrete `[1]`
Main span design:	Arch - Deck `[11]`
Deck type:	Not applicable `[N]`
Wearing surface:	Bituminous `[6]`

Latest Available Inspection: June 2018

Good/Fair/Poor Condition:	Good
Status:	Open, no restriction `[A]`
Average daily traffic:	418 `[as of 2016]`
Truck traffic:	2% of total traffic
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:	Equal to present minimum criteria `[6]`
Water adequacy appraisal:	Equal to present desirable criteria `[8]`
Roadway alignment appraisal:	Somewhat better than minimum adequacy to tolerate being left in place as is `[5]`
Channel protection:	Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. `[8]`
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:	98.0
Estimated cost of work:	$120,000

Previous Inspections

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
June 2018	Good	-	Good	Good	418	98.0
June 2016	Good	-	Good	Good	418	98.0
June 2014	Good	-	Good	Good	418	97.9
June 2012	Good	-	Good	Good	418	97.9
June 2010	Good	-	Good	Good	418	97.9
June 2008	Good	-	Good	Good	418	97.9
June 2006	Good	-	Good	Good	418	78.9
June 2004	Good	-	Good	Good	418	78.9
November 2002	Good	-	Good	Good	418	78.9
November 2000	Poor	Poor	Good	Good	418	71.9
January 2000	Poor	Poor	Good	Good	418	71.9
October 1998	Poor	Poor	Good	Good	410	71.9
January 1996	Poor	Poor	Good	Good	400	37.0
April 1994	Poor	Satisfactory	Poor	Satisfactory	400	48.9
January 1992	Poor	Satisfactory	Poor	Fair	400	48.9

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