CLAREMONT MESA WB over ROUTE 163 & RAMPS

Map

Coordinates:
+32.83247, -117.14135
32°49'57" N, 117°08'29" W

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

Name:	CLAREMONT MESA WB over ROUTE 163 & RAMPS
Structure number:	57 0368
Location:	11-SD-163-8.81-SD
Purpose:	Carries highway over highway
Route classification:	Other Principal Arterial (Urban) `[14]`
Length of largest span:	65.0 ft. `[19.8 m]`
Total length:	261.5 ft. `[79.7 m]`
Roadway width between curbs:	45.3 ft. `[13.8 m]`
Deck width edge-to-edge:	53.5 ft. `[16.3 m]`
Vertical clearance below bridge:	13.1 ft. `[4.0 m]`
Skew angle:	8°
Owner:	State Highway Agency `[01]`
Year built:	1958
Year reconstructed:	2007
Historic significance:	Bridge is not eligible for the National Register of Historic Places `[5]`
Design load:	MS 18 / HS 20 `[5]`
Number of main spans:	4
Main spans material:	Prestressed concrete `[5]`
Main spans design:	Tee beam `[04]`
Deck type:	Concrete Cast-in-Place `[1]`
Wearing surface:	Bituminous `[6]`

Good/Fair/Poor Condition:	Fair
Status:	Open, no restriction `[A]`
Average daily traffic:	18,600 `[as of 2009]`
Truck traffic:	1% of total traffic
Deck condition:	Satisfactory `[6 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:	Somewhat better than minimum adequacy to tolerate being left in place as is `[5]`
Underclearances appraisal:	Meets minimum tolerable limits to be left in place as is `[4]`
Roadway alignment appraisal:	Equal to present desirable criteria `[8]`
Scour condition:	Bridge not over waterway. `[N]`
Sufficiency rating:	95.2

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
March 2015	Fair	Satisfactory	Very Good	Good	18600	95.2
March 2013	Fair	Satisfactory	Very Good	Good	18600	95.2
April 2011	Fair	Satisfactory	Very Good	Good	18600	95.2
April 2009	Fair	Satisfactory	Very Good	Good	18600	95.2
June 2007	Fair	Satisfactory	Very Good	Good	18600	96.2
July 2005	Fair	Satisfactory	Very Good	Good	18600	75.7
August 2003	Fair	Good	Fair	Good	28680	64.8
September 2001	Fair	Good	Fair	Good	28680	64.8
February 2000	Fair	Good	Fair	Good	28680	65.9
February 1998	Good	Good	Very Good	Good	28680	77.6
July 1997	Good	Good	Very Good	Good	28680	77.6
June 1995	Good	Good	Good	Good	28680	78.3
September 1991	Good	Good	Good	Good	-	98.0

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.	80	79	0	1	0
Prestressed Concrete Girder/Beam	linear ft.	481	474	0	0	7
Deck
Reinforced Concrete Top Flange	sq. ft.	1,300	1,300	0	0	0
Wearing Surfaces	sq. ft.	1,300	1,290	0	10	0
Substructure
Reinforced Concrete Column	each	9	9	0	0	0
Reinforced Concrete Abutment	linear ft.	33	33	0	0	0
Reinforced Concrete Pier Cap	linear ft.	49	49	0	0	0
Joints
Pourable Joint	linear ft.	30	20	0	10	0
Bearings
Movable Bearing	each	12	12	0	0	0
Bridge Rail
Reinforced Concrete Bridge Rail	linear ft.	200	200	0	0	0