SR-618 WB over US41B (22ND ST) & CSX RR

Map

Coordinates:
+27.95333, -82.43473
27°57'12" N, 82°26'05" W

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

Name:	SR-618 WB over US41B (22ND ST) & CSX RR
Structure number:	100443
Location:	1.0 MI E/O NEBRASKA AVE
Purpose:	Carries highway over highway and railroad
Route classification:	Principal Arterial - Other Freeways or Expressways (Urban) `[12]`
Tolls:	Yes, on toll road `[2]`
Length of largest span:	155.8 ft. `[47.5 m]`
Total length:	1095.9 ft. `[334.0 m]`
Roadway width between curbs:	49.9 ft. `[15.2 m]`
Deck width edge-to-edge:	53.2 ft. `[16.2 m]`
Vertical clearance below bridge:	13.1 ft. `[4.0 m]`
Skew angle:	99°
Owner:	State Toll Authority `[31]`
Year built:	1981
Year reconstructed:	2014
Historic significance:	Bridge is not eligible for the National Register of Historic Places `[5]`
Main span material:	Steel `[3]`
Main span 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:	33,500 `[as of 2017]`
Truck traffic:	6% 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:	Meets minimum tolerable limits to be left in place as is `[4]`
Underclearances appraisal:	Meets minimum tolerable limits to be left in place as is `[4]`
Roadway alignment appraisal:	Equal to present desirable criteria `[8]`
Scour condition:	Bridge not over waterway. `[N]`
Sufficiency rating:	94.4
Recommended work:	Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. `[31]`
Estimated cost of work:	$14,998,000

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
July 2017	Good	Good	Good	Good	33500	94.4
July 2015	Good	Good	Good	Good	25000	94.8
July 2013	Poor	Poor	Good	Good	44300	87.7
July 2011	Poor	Poor	Good	Good	24250	71.4
July 2009	Poor	Poor	Good	Good	23000	71.5
August 2007	Poor	Poor	Good	Good	22500	71.5
August 2005	Poor	Poor	Good	Good	31000	70.8
August 2003	Poor	Poor	Good	Good	21500	74.5
May 2002	Poor	Poor	Good	Good	21500	76.5
May 2001	Poor	Poor	Good	Good	21750	76.4
May 1999	Poor	Poor	Good	Good	16000	94.0
May 1997	Good	Good	Good	Good	16000	94.2
April 1995	Good	Good	Good	Good	16000	87.3
March 1993	Good	Good	Good	Good	16013	88.4
March 1991	Fair	Satisfactory	Very Good	Very Good	16013	88.4

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

Element	Units	Quantity	1-Good	2-Fair	3-Poor	4-Serious
Superstructure
Steel Girder/Beam	linear ft.	1,091	1,087	4	0	0
Steel Protective Coating	sq. ft.	15,213	15,203	6	0	4
Prestressed Concrete Girder/Beam	linear ft.	7,359	7,359	0	0	0
Deck
Reinforced Concrete Deck	sq. ft.	58,187	58,187	0	0	0
Substructure
Reinforced Concrete Column	each	57	57	0	0	0
Reinforced Concrete Abutment	linear ft.	233	233	0	0	0
Reinforced Concrete Pier Cap	linear ft.	861	861	0	0	0
Joints
Pourable Joint	linear ft.	793	793	0	0	0
Bearings
Elastomeric Bearing	each	194	194	0	0	0
Movable Bearing	each	5	5	0	0	0
Steel Protective Coating	sq. ft.	10	10	0	0	0
Fixed Bearing	each	5	5	0	0	0
Steel Protective Coating	sq. ft.	10	10	0	0	0
Bridge Rail
Reinforced Concrete Bridge Rail	linear ft.	2,520	2,520	0	0	0