SR618 SELMON EB over MAYDELL DRIVE

Map

Coordinates:
+27.95026, -82.38534
27°57'01" N, 82°23'07" W

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

Name:	SR618 SELMON EB 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:	13.1 ft. `[4.0 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:	69,000 `[as of 2017]`
Truck traffic:	7% 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]`
Sufficiency rating:	94.7

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
August 2017	Good	Very Good	Good	Good	69000	94.7
August 2015	Good	Very Good	Good	Good	17250	97.2
August 2013	Good	Very Good	Good	Good	17250	97.2
August 2011	Good	Very Good	Good	Good	17250	97.2
August 2009	Good	Excellent	Good	Good	17750	98.2
August 2007	Fair	Satisfactory	Good	Good	13250	95.4
August 2005	Fair	Satisfactory	Good	Good	24500	95.8
August 2003	Fair	Satisfactory	Good	Good	19750	98.1
April 2001	Fair	Satisfactory	Good	Good	19750	98.1
April 1999	Good	Good	Good	Good	18300	89.1
April 1997	Good	Good	Very Good	Very Good	18300	89.1
April 1995	Good	Good	Very Good	Good	18300	91.5
March 1993	Good	Good	Very Good	Good	14127	92.9
March 1991	Good	Good	Very Good	Very Good	14127	92.9

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.	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	74	2	1	1
Bearings
Elastomeric Bearing	each	30	30	0	0	0
Bridge Rail
Reinforced Concrete Bridge Rail	linear ft.	305	305	0	0	0