US-19 (SR-55) over PITHLACHASCOTEE RIVER

Map

Coordinates:
+28.26936, -82.72572
28°16'10" N, 82°43'33" W

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

Name:	US-19 (SR-55) over PITHLACHASCOTEE RIVER
Structure number:	140005
Location:	3.7MILES NORTH OF CR 54
Purpose:	Carries highway and pedestrian walkway over waterway
Route classification:	Other Principal Arterial (Urban) `[14]`
Length of largest span:	58.1 ft. `[17.7 m]`
Total length:	273.0 ft. `[83.2 m]`
Roadway width between curbs:	85.0 ft. `[25.9 m]`
Deck width edge-to-edge:	116.8 ft. `[35.6 m]`
Vertical clearance below bridge:	9.8 ft. `[3.0 m]`
Owner:	State Highway Agency `[01]`
Year built:	1970
Year reconstructed:	1984
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:	6
Main spans material:	Prestressed concrete `[5]`
Main spans design:	Stringer/Multi-beam or girder `[02]`
Deck type:	Concrete Cast-in-Place `[1]`

Good/Fair/Poor Condition:	Good
Status:	Open, no restriction `[A]`
Average daily traffic:	51,500 `[as of 2015]`
Truck traffic:	3% 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:	Equal to present minimum criteria `[6]`
Water adequacy appraisal:	Equal to present desirable criteria `[8]`
Roadway alignment appraisal:	Superior to present desirable criteria `[9]`
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]`
Pier/abutment protection:	In place and functioning `[2]`
Scour condition:	Bridge foundations determined to be stable for the assessed or calculated scour condition. `[8]`
Sufficiency rating:	90.8
Recommended work:	Other structural work, including hydraulic replacements. `[38]`
Estimated cost of work:	$64,000

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
February 2017	Good	Good	Good	Good	51500	90.8
February 2015	Good	Good	Good	Good	54000	90.4
February 2013	Good	Good	Good	Good	54000	90.4
February 2011	Good	Good	Good	Good	63000	89.1
February 2009	Good	Good	Good	Good	33250	93.3
February 2007	Good	Good	Very Good	Good	31000	93.6
February 2005	Good	Good	Very Good	Good	35750	93.0
February 2003	Good	Good	Very Good	Good	34250	87.8
February 2001	Good	Good	Very Good	Good	59000	84.2
February 1999	Good	Good	Very Good	Good	59000	84.2
February 1997	Good	Good	Very Good	Good	59000	84.2
June 1995	Good	Good	Very Good	Good	59000	83.6
November 1993	Good	Very Good	Very Good	Good	58552	83.7
February 1992	Good	Very Good	Very Good	Good	49855	83.5

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.

Element	Units	Quantity	1-Good	2-Fair	3-Poor	4-Serious
Superstructure
Prestressed Concrete Girder/Beam	linear ft.	4,101	4,093	8	0	0
Deck
Reinforced Concrete Deck	sq. ft.	31,887	31,886	0	1	0
Substructure
Reinforced Concrete Abutment	linear ft.	233	230	3	0	0
Prestressed Concrete Pile	each	94	85	5	4	0
Reinforced Concrete Pier Cap	linear ft.	584	584	0	0	0
Joints
Pourable Joint	linear ft.	233	163	0	70	0
Compression Joint	linear ft.	584	534	50	0	0
Bearings
Elastomeric Bearing	each	42	38	0	4	0
Movable Bearing	each	66	60	0	6	0
Steel Protective Coating	sq. ft.	66	66	0	0	0
Fixed Bearing	each	66	66	0	0	0
Steel Protective Coating	sq. ft.	66	66	0	0	0
Bridge Rail
Reinforced Concrete Bridge Rail	linear ft.	545	545	0	0	0
Other Material Bridge Rail	linear ft.	545	545	0	0	0