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SR-80 WB over GRANDMAS GROVE CREEK

Hendry County, Florida

Map

Coordinates:
+26.73778, -81.47101
26°44'16" N, 81°28'16" W

Facts

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

Name:	SR-80 WB over GRANDMAS GROVE CREEK
Structure number:	070062
Location:	2.7 MI. W of SR-29
Purpose:	Carries highway over waterway
Route classification:	Principal Arterial - Other (Rural) `[02]`
Length of largest span:	28.9 ft. `[8.8 m]`
Total length:	75.1 ft. `[22.9 m]`
Roadway width between curbs:	40.0 ft. `[12.2 m]`
Deck width edge-to-edge:	43.0 ft. `[13.1 m]`
Owner:	State Highway Agency `[01]`
Year built:	1999
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:	Concrete continuous `[2]`
Main spans design:	Slab `[01]`
Deck type:	Concrete Cast-in-Place `[1]`

Latest Available Inspection: May 2017

Good/Fair/Poor Condition:	Good
Status:	Open, no restriction `[A]`
Average daily traffic:	7,500 `[as of 2017]`
Truck traffic:	15% 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:	Better than present minimum criteria `[7]`
Water adequacy appraisal:	Equal to present desirable criteria `[8]`
Roadway alignment appraisal:	Equal to present desirable criteria `[8]`
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 the assessed or calculated scour condition. `[8]`
Sufficiency rating:	99.7

Previous Inspections

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
May 2017	Good	Good	Good	Good	7500	99.7
May 2015	Good	Good	Good	Good	5850	99.7
May 2013	Good	Good	Good	Good	5850	99.7
May 2011	Good	Good	Good	Good	6000	99.7
May 2009	Good	Good	Good	Good	5900	99.7
May 2007	Good	Good	Good	Good	7600	99.6
May 2005	Good	Very Good	Very Good	Very Good	6500	99.7
May 2003	Good	Very Good	Very Good	Very Good	5550	99.7
June 2002	Good	Very Good	Very Good	Very Good	5150	99.8
June 2000	Good	Excellent	Excellent	Very Good	4900	99.8

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.	86	77	0	9	0
Prestressed Concrete Pile	each	8	6	1	1	0
Reinforced Concrete Pier Cap	linear ft.	86	85	0	1	0
Joints
Pourable Joint	linear ft.	86	84	2	0	0
Bridge Rail
Reinforced Concrete Bridge Rail	linear ft.	150	150	0	0	0
Deck
Reinforced Concrete Slab	sq. ft.	3,255	3,176	79	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/1078551