(SR-618)CROSSTOWN over MAYDELL DRIVE

Map

Coordinates:
+27.95000, -82.38500
27°56'60" N, 82°23'06" W

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

Name:	(SR-618)CROSSTOWN over MAYDELL DRIVE
Structure number:	100458
Location:	620FT. SOUTH OF SR-60
Purpose:	Carries highway over highway
Route classification:	Principal Arterial - Other Freeways or Expressways (Urban) `[12]`
Tolls:	Yes, on toll road `[2]`
Length of largest span:	71.5 ft. `[21.8 m]`
Total length:	152.6 ft. `[46.5 m]`
Roadway width between curbs:	35.8 ft. `[10.9 m]`
Deck width edge-to-edge:	39.0 ft. `[11.9 m]`
Vertical clearance above deck:	28.5 ft. `[8.7 m]`
Vertical clearance below bridge:	16.1 ft. `[4.9 m]`
Owner:	State Toll Authority `[31]`
Year built:	1981
Year reconstructed:	2008
Historic significance:	Bridge is not eligible for the National Register of Historic Places `[5]`
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]`
Wearing surface:	Monolithic Concrete (concurrently placed with structural deck) `[1]`

Good/Fair/Poor Condition:	Good
Status:	Open, no restriction `[A]`
Average daily traffic:	17,250 `[as of 2015]`
Truck traffic:	6% of total traffic
Deck condition:	Very Good `[8 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:	Better than present minimum criteria `[7]`
Roadway alignment appraisal:	Equal to present desirable criteria `[8]`
Scour condition:	Bridge not over waterway. `[N]`
Operating rating:	42.7 tons `[38.8 metric tons]`
Inventory rating:	38.2 tons `[34.7 metric tons]`
Sufficiency rating:	97.2

Date	Suff. Rating	Condition	Deck	Superstructure	Substructure	SD/FO	ADT
August 2015	97.2	Good	Very Good	Good	Good	-	17250
August 2013	97.2	Good	Very Good	Good	Good	-	17250
August 2011	97.2	Good	Very Good	Good	Good	-	17250
August 2009	98.2	Good	Excellent	Good	Good	-	17750
August 2007	95.4	Fair	Satisfactory	Good	Good	-	13250
August 2005	95.8	Fair	Satisfactory	Good	Good	-	24500
August 2003	98.1	Fair	Satisfactory	Good	Good	-	19750
April 2001	98.1	Fair	Satisfactory	Good	Good	-	19750
April 1999	89.1	Good	Good	Good	Good	-	18300
April 1997	89.1	Good	Good	Very Good	Very Good	-	18300
April 1995	91.5	Good	Good	Very Good	Good	-	18300
March 1993	92.9	Good	Good	Very Good	Good	-	14127
March 1991	92.9	Good	Good	Very Good	Very Good	-	14127

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.	763	763	0	0	0
Deck
Reinforced Concrete Deck	sq. ft.	5,948	5,948	0	0	0
Substructure
Reinforced Concrete Abutment	linear ft.	78	78	0	0	0
Reinforced Concrete Pile	each	4	4	0	0	0
Reinforced Concrete Pier Cap	linear ft.	78	78	0	0	0
Joints
Pourable Joint	linear ft.	78	75	2	0	1
Bearings
Elastomeric Bearing	each	30	30	0	0	0
Bridge Rail
Reinforced Concrete Bridge Rail	linear ft.	305	305	0	0	0