SR 589 VET SB 11.6 over RAWLS RD.

Map

Coordinates:
+28.09220, -82.54526
28°05'32" N, 82°32'43" W

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

Name:	SR 589 VET SB 11.6 over RAWLS RD.
Structure number:	100556
Location:	1.5 MI N OF EHRLICH ROAD
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:	67.9 ft. `[20.7 m]`
Total length:	149.9 ft. `[45.7 m]`
Roadway width between curbs:	68.9 ft. `[21.0 m]`
Deck width edge-to-edge:	71.5 ft. `[21.8 m]`
Vertical clearance below bridge:	16.4 ft. `[5.0 m]`
Skew angle:	21°
Owner:	State Toll Authority `[31]`
Year built:	1994
Year reconstructed:	2018
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]`

Good/Fair/Poor Condition:	Good
Status:	Open, no restriction `[A]`
Average daily traffic:	26,850 `[as of 2017]`
Truck traffic:	10% of total traffic
Deck condition:	Very Good `[8 out of 9]`
Superstructure condition:	Very Good `[8 out of 9]`
Substructure condition:	Good `[7 out of 9]`
Structural appraisal:	Better than present minimum criteria `[7]`
Deck geometry appraisal:	Better than present minimum criteria `[7]`
Underclearances appraisal:	Superior to present desirable criteria `[9]`
Roadway alignment appraisal:	Equal to present desirable criteria `[8]`
Scour condition:	Bridge not over waterway. `[N]`
Sufficiency rating:	97.5

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
March 2018	Good	Very Good	Very Good	Good	26850	97.5
March 2016	Good	Very Good	Very Good	Good	23150	94.3
March 2014	Good	Very Good	Very Good	Good	22000	94.4
March 2012	Good	Very Good	Very Good	Good	22850	94.3
March 2010	Good	Very Good	Very Good	Good	22450	96.9
March 2008	Good	Very Good	Very Good	Good	23850	96.8
March 2006	Good	Very Good	Good	Very Good	20500	98.0
April 2004	Good	Very Good	Good	Very Good	16300	98.2
April 2002	Good	Very Good	Good	Very Good	10150	98.5
April 2000	Good	Very Good	Good	Very Good	17000	99.2
April 1998	Good	Very Good	Very Good	Very Good	17000	97.2
August 1996	Good	Very Good	Very Good	Very Good	17000	96.4
August 1994	Good	Excellent	Excellent	Excellent	17000	96.7

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.	1,201	1,201	0	0	0
Deck
Reinforced Concrete Deck	sq. ft.	10,743	10,743	0	0	0
Substructure
Reinforced Concrete Column	each	10	10	0	0	0
Reinforced Concrete Abutment	linear ft.	154	149	5	0	0
Reinforced Concrete Pier Cap	linear ft.	149	149	0	0	0
Joints
Pourable Joint	linear ft.	143	117	26	0	0
Bearings
Elastomeric Bearing	each	48	48	0	0	0
Bridge Rail
Reinforced Concrete Bridge Rail	linear ft.	300	280	20	0	0