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HORSESHOE POINT RD over MANATEE POCKET

Martin County, Florida

Map

Coordinates:
+27.14664, -80.19105
27°08'48" N, 80°11'28" W

Facts

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

Name:	HORSESHOE POINT RD over MANATEE POCKET
Structure number:	890101
Location:	0.2 Mi E of ANCHOR AVE.
Purpose:	Carries highway and pedestrian walkway over waterway
Route classification:	Collector (Urban) `[17]`
Length of largest span:	35.1 ft. `[10.7 m]`
Total length:	210.6 ft. `[64.2 m]`
Roadway width between curbs:	34.1 ft. `[10.4 m]`
Deck width edge-to-edge:	43.0 ft. `[13.1 m]`
Owner:	County Highway Agency `[02]`
Year built:	1979
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:	6
Main spans material:	Prestressed concrete `[5]`
Main spans design:	Slab `[01]`
Deck type:	Concrete Precast Panels `[2]`
Wearing surface:	Bituminous `[6]`

Latest Available Inspection: December 2017

Good/Fair/Poor Condition:	Good
Status:	Open, no restriction `[A]`
Average daily traffic:	3,240 `[as of 2017]`
Truck traffic:	4% 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:	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:	98.5

Previous Inspections

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
December 2017	Good	Good	Good	Good	3240	98.5
December 2015	Good	Good	Good	Good	3240	98.5
December 2013	Good	Good	Good	Good	3240	98.5
December 2011	Good	Good	Good	Good	3240	98.5
December 2009	Good	Good	Good	Good	3240	96.5
December 2007	Good	Good	Good	Good	3240	96.5
December 2005	Good	Good	Good	Good	3240	95.5
December 2003	Good	Good	Good	Good	3240	95.5
December 2001	Good	Good	Good	Good	3240	95.5
December 1999	Good	Good	Good	Good	2700	95.6
December 1997	Good	Good	Good	Good	2700	94.6
December 1995	Good	Good	Good	Good	2700	95.6
September 1993	Good	Good	Good	Good	2700	98.6
September 1991	Good	Good	Very Good	Very Good	2500	79.7

© 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/1088517