STATE ROUTE 52 EB over INTERSTATE 15, RAMPS

Map

Coordinates:
+32.84168, -117.12072
32°50'30" N, 117°07'15" W

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

Name:	STATE ROUTE 52 EB over INTERSTATE 15, RAMPS
Structure number:	57 0966R
Location:	11-SD-052-7.33-SD
Purpose:	Carries highway over highway
Route classification:	Principal Arterial - Other Freeways or Expressways (Urban) `[12]`
Length of largest span:	119.1 ft. `[36.3 m]`
Total length:	412.1 ft. `[125.6 m]`
Roadway width between curbs:	61.4 ft. `[18.7 m]`
Deck width edge-to-edge:	65.9 ft. `[20.1 m]`
Vertical clearance above deck:	23.3 ft. `[7.1 m]`
Vertical clearance below bridge:	19.7 ft. `[6.0 m]`
Skew angle:	17°
Owner:	State Highway Agency `[01]`
Year built:	1988
Historic significance:	Historical significance is not determinable at this time `[4]`
Design load:	MS 18+Mod / HS 20+Mod `[6]`
Number of main spans:	4
Main spans material:	Prestressed concrete continuous `[6]`
Main spans design:	Box Beam or girders - Single or Spread `[06]`
Deck type:	Concrete Cast-in-Place `[1]`

Good/Fair/Poor Condition:	Good
Status:	Open, no restriction `[A]`
Average daily traffic:	44,000 `[as of 2010]`
Truck traffic:	3% 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:	Meets minimum tolerable limits to be left in place as is `[4]`
Scour condition:	Bridge not over waterway. `[N]`
Sufficiency rating:	89.6

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
February 2017	Good	Good	Good	Good	44000	89.6
February 2015	Fair	Satisfactory	Very Good	Good	44000	89.6
February 2013	Fair	Satisfactory	Very Good	Good	44000	89.6
April 2011	Fair	Satisfactory	Very Good	Good	42000	89.8
March 2009	Good	Good	Very Good	Good	42500	89.7
March 2007	Good	Good	Very Good	Good	42500	89.7
March 2005	Good	Good	Very Good	Good	42500	89.7
March 2003	Good	Good	Very Good	Good	36500	88.2
September 2001	Good	Good	Very Good	Good	27350	89.2
July 1998	Good	Good	Very Good	Good	27350	89.2
July 1995	Good	Excellent	Excellent	Excellent	5750	93.5
March 1991	Good	Excellent	Excellent	Excellent	5350	93.6

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.

Element	Units	Quantity	1-Good	2-Fair	3-Poor	4-Serious
Superstructure
Prestressed Concrete Closed Web/Box Girder	linear ft.	126	126	0	0	0
Deck
Reinforced Concrete Top Flange	sq. ft.	2,524	2,349	175	0	0
Substructure
Reinforced Concrete Column	each	6	6	0	0	0
Reinforced Concrete Abutment	linear ft.	40	36	4	0	0
Steel Pile	each	1	1	0	0	0
Reinforced Concrete Pile	each	1	1	0	0	0
Joints
Compression Joint	linear ft.	84	84	0	0	0
Bearings
Enclosed/Concealed Bearing	each	2	2	0	0	0
Bridge Rail
Reinforced Concrete Bridge Rail	linear ft.	251	251	0	0	0