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

Map

Coordinates:
+27.95500, -82.43556
27°57'18" N, 82°26'08" 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:	16.1 ft. `[4.9 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]`
Wearing surface:	Monolithic Concrete (concurrently placed with structural deck) `[1]`

Good/Fair/Poor Condition:	Good
Status:	Open, no restriction `[A]`
Average daily traffic:	25,000 `[as of 2015]`
Truck traffic:	5% 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]`
Operating rating:	40.9 tons `[37.2 metric tons]`
Inventory rating:	36.3 tons `[33.0 metric tons]`
Sufficiency rating:	94.8
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	Suff. Rating	Condition	Deck	Superstructure	Substructure	SD/FO	ADT
July 2015	94.8	Good	Good	Good	Good	-	25000
July 2013	87.7	Poor	Poor	Good	Good	-	44300
July 2011	71.4	Poor	Poor	Good	Good	SD	24250
July 2009	71.5	Poor	Poor	Good	Good	SD	23000
August 2007	71.5	Poor	Poor	Good	Good	SD	22500
August 2005	70.8	Poor	Poor	Good	Good	SD	31000
August 2003	74.5	Poor	Poor	Good	Good	SD	21500
May 2002	76.5	Poor	Poor	Good	Good	SD	21500
May 2001	76.4	Poor	Poor	Good	Good	SD	21750
May 1999	94.0	Poor	Poor	Good	Good	SD	16000
May 1997	94.2	Good	Good	Good	Good	-	16000
April 1995	87.3	Good	Good	Good	Good	FO	16000
March 1993	88.4	Good	Good	Good	Good	FO	16013
March 1991	88.4	Fair	Satisfactory	Very Good	Very Good	FO	16013

Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.

Element	Units	Quantity	1. Good	2. Fair	3. Poor	4. Serious
Superstructure
Steel Girder/Beam	linear ft.	1,091	1,091	0	0	0
Steel Protective Coating	sq. ft.	1,000	1,000	0	0	0
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 Abutment	linear ft.	233	233	0	0	0
Reinforced Concrete Pile	each	57	57	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.	1,000	1,000	0	0	0
Fixed Bearing	each	5	5	0	0	0
Steel Protective Coating	sq. ft.	1,000	1,000	0	0	0
Bridge Rail
Reinforced Concrete Bridge Rail	linear ft.	2,520	2,520	0	0	0