CROSSTOWN SR-618WB over WILLOW AVENUE

Map

Coordinates:
+27.94861, -82.47667
27°56'55" N, 82°28'36" W

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

Name:	CROSSTOWN SR-618WB over WILLOW AVENUE
Structure number:	100326
Location:	4MI NORTH OF GANDY BLVD.
Purpose:	Carries highway overpass over highway
Route classification:	Principal Arterial - Other Freeways or Expressways (Urban) `[12]`
Tolls:	Yes, on toll road `[2]`
Length of largest span:	84.6 ft. `[25.8 m]`
Total length:	170.6 ft. `[52.0 m]`
Roadway width between curbs:	36.4 ft. `[11.1 m]`
Deck width edge-to-edge:	39.7 ft. `[12.1 m]`
Vertical clearance below bridge:	16.7 ft. `[5.1 m]`
Skew angle:	11°
Owner:	State Toll Authority `[31]`
Year built:	1975
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:	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:	18,250 `[as of 2015]`
Truck traffic:	9% 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:	Somewhat better than minimum adequacy to tolerate being left in place as is `[5]`
Underclearances appraisal:	Somewhat better than minimum adequacy to tolerate being left in place as is `[5]`
Roadway alignment appraisal:	Equal to present desirable criteria `[8]`
Scour condition:	Bridge not over waterway. `[N]`
Inventory rating:	61.8 tons `[56.2 metric tons]`
Sufficiency rating:	97.1

Date	Suff. Rating	Condition	Deck	Superstructure	Substructure	SD/FO	ADT
July 2015	97.1	Good	Good	Good	Good	-	18250
July 2013	96.1	Good	Good	Good	Good	-	18250
July 2011	96.3	Good	Good	Good	Good	-	15250
July 2009	97.3	Good	Good	Good	Good	-	14750
August 2007	97.6	Good	Good	Good	Good	-	8000
August 2005	97.3	Good	Good	Good	Good	-	14750
August 2003	97.4	Good	Good	Good	Good	-	13000
April 2001	96.4	Good	Good	Good	Good	-	13000
September 1999	94.3	Good	Good	Good	Good	-	14000
April 1997	94.5	Good	Good	Very Good	Good	-	16000
April 1995	90.7	Good	Good	Good	Good	-	16000
March 1993	92.0	Good	Good	Very Good	Good	-	12340
March 1991	92.0	Good	Good	Very Good	Very Good	-	12340

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

Element	Units	Quantity	1. Good	2. Fair	3. Poor	4. Serious
Superstructure
Prestressed Concrete Girder/Beam	linear ft.	1,027	1,027	0	0	0
Deck
Reinforced Concrete Deck	sq. ft.	6,785	6,785	0	0	0
Substructure
Reinforced Concrete Abutment	linear ft.	82	82	0	0	0
Reinforced Concrete Pile	each	4	4	0	0	0
Reinforced Concrete Pier Cap	linear ft.	79	79	0	0	0
Joints
Pourable Joint	linear ft.	151	135	16	0	0
Bearings
Elastomeric Bearing	each	34	34	0	0	0
Bridge Rail
Other Material Bridge Rail	linear ft.	341	339	2	0	0