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US-19 NB (SR-55) over OVERFLOW RELIEF

Dixie County, Florida

Map

Coordinates:
+29.74817, -83.32118
29°44'53" N, 83°19'16" W

Facts

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

Name:	US-19 NB (SR-55) over OVERFLOW RELIEF
Structure number:	300009
Location:	2 MI. S. OF SR-51
Purpose:	Carries highway over waterway
Route classification:	Principal Arterial - Other (Rural) `[02]`
Length of largest span:	29.9 ft. `[9.1 m]`
Total length:	89.9 ft. `[27.4 m]`
Roadway width between curbs:	37.7 ft. `[11.5 m]`
Deck width edge-to-edge:	44.3 ft. `[13.5 m]`
Owner:	State Highway Agency `[01]`
Year built:	1963
Historic significance:	Bridge is not eligible for the National Register of Historic Places `[5]`
Design load:	MS 18+Mod / HS 20+Mod `[6]`
Number of main spans:	3
Main spans material:	Prestressed concrete `[5]`
Main spans design:	Slab `[01]`
Deck type:	Concrete Precast Panels `[2]`
Wearing surface:	Bituminous `[6]`

Latest Available Inspection: September 2018

Good/Fair/Poor Condition:	Fair
Status:	Open, no restriction `[A]`
Average daily traffic:	2,250 `[as of 2017]`
Truck traffic:	13% of total traffic
Deck condition:	Fair `[5 out of 9]`
Superstructure condition:	Fair `[5 out of 9]`
Substructure condition:	Good `[7 out of 9]`
Structural appraisal:	Somewhat better than minimum adequacy to tolerate being left in place as is `[5]`
Deck geometry appraisal:	Equal to present minimum criteria `[6]`
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 assessed or calculated scour condition. `[5]`
Sufficiency rating:	87.8

Previous Inspections

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
September 2018	Fair	Fair	Fair	Good	2250	87.8
September 2016	Good	Good	Good	Good	2050	99.8
September 2014	Good	Good	Good	Good	1650	99.9
September 2012	Good	Good	Good	Good	1750	99.8
September 2010	Good	Good	Good	Good	2050	99.8
September 2008	Good	Good	Good	Good	1850	99.8
September 2006	Good	Good	Good	Good	2400	99.8
October 2004	Good	Good	Good	Good	1950	99.8
October 2002	Good	Good	Good	Good	2600	98.9
October 2000	Good	Good	Very Good	Good	1900	98.9
October 1998	Good	Good	Very Good	Good	3000	98.9
December 1996	Good	Good	Very Good	Good	2850	97.7
December 1994	Good	Good	Very Good	Good	2350	97.8
December 1992	Fair	Very Good	Very Good	Satisfactory	1953	97.9
February 1991	Fair	-	Very Good	Satisfactory	3035	97.8

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.	89	82	7	0	0
Steel Pile	each	12	12	0	0	0
Reinforced Concrete Pier Cap	linear ft.	89	88	0	1	0
Joints
Pourable Joint	linear ft.	151	151	0	0	0
Bridge Rail
Steel or Aluminum Bridge Rail	linear ft.	180	173	0	7	0
Steel Protective Coating	sq. ft.	900	897	0	0	3
Reinforced Concrete Bridge Rail	linear ft.	180	177	3	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/1081795