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US-19 NB (SR-55) over SAWGRASS CREEK

Dixie County, Florida

Map

Coordinates:
+29.67711, -83.24851
29°40'38" N, 83°14'55" W

Facts

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

Name:	US-19 NB (SR-55) over SAWGRASS CREEK
Structure number:	300035
Location:	7.1 MI. N. OF CROSS CITY
Purpose:	Carries highway over waterway
Route classification:	Principal Arterial - Other (Rural) `[02]`
Length of largest span:	24.9 ft. `[7.6 m]`
Total length:	100.1 ft. `[30.5 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:	1962
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:	4
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 2018

Good/Fair/Poor Condition:	Fair
Status:	Open, no restriction `[A]`
Average daily traffic:	2,650 `[as of 2017]`
Truck traffic:	18% 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:	87.7

Previous Inspections

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
December 2018	Fair	Fair	Fair	Good	2650	87.7
December 2016	Good	Good	Good	Good	2700	99.8
December 2014	Good	Good	Good	Good	2400	99.8
December 2012	Good	Good	Good	Good	2300	99.8
December 2010	Good	Good	Good	Good	2650	99.8
December 2008	Good	Good	Good	Good	2350	99.8
December 2006	Good	Good	Good	Good	3200	99.7
December 2004	Good	Good	Good	Good	3050	99.9
November 2002	Good	Good	Good	Good	2850	98.9
November 2000	Good	Good	Good	Good	2800	98.9
November 1998	Good	Good	Good	Good	3000	98.9
January 1997	Good	Good	Good	Good	3300	97.7
February 1995	Good	Good	Very Good	Good	2800	97.8
February 1993	Good	Very Good	Very Good	Good	3080	97.8
March 1991	Good	-	Very Good	Good	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	89	0	0	0
Steel Pile	each	18	18	0	0	0
Reinforced Concrete Pier Cap	linear ft.	133	133	0	0	0
Joints
Pourable Joint	linear ft.	191	191	0	0	0
Bridge Rail
Steel or Aluminum Bridge Rail	linear ft.	200	188	12	0	0
Steel Protective Coating	sq. ft.	1,000	988	0	0	12
Reinforced Concrete Bridge Rail	linear ft.	200	200	0	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/1081811