W8-S5&CDR CONNECT over I-8,I-5,RAMPS,BNSF,AMTRA

Map

Coordinates:
+32.75779, -117.20415
32°45'28" N, 117°12'15" W

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

Name:	W8-S5&CDR CONNECT over I-8,I-5,RAMPS,BNSF,AMTRA
Structure number:	57 0551F
Location:	11-SD-008-L2.34-SD
Purpose:	Carries highway over highway and railroad
Route classification:	Principal Arterial - Interstate (Rural) `[01]`
Length of largest span:	128.0 ft. `[39.0 m]`
Total length:	1817.0 ft. `[553.8 m]`
Roadway width between curbs:	46.3 ft. `[14.1 m]`
Deck width edge-to-edge:	50.2 ft. `[15.3 m]`
Vertical clearance above deck:	18.4 ft. `[5.6 m]`
Vertical clearance below bridge:	13.1 ft. `[4.0 m]`
Skew angle:	99°
Owner:	State Highway Agency `[01]`
Year built:	1969
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:	17
Main spans material:	Concrete continuous `[2]`
Main spans design:	Box beam or girders - Multiple `[05]`
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:	31,500 `[as of 2010]`
Truck traffic:	30% 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:	Better than present minimum criteria `[7]`
Underclearances appraisal:	Basically intolerable requiring high priority of corrrective action `[3]`
Roadway alignment appraisal:	Equal to present desirable criteria `[8]`
Scour condition:	Bridge not over waterway. `[N]`
Sufficiency rating:	86.7

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
February 2018	Good	Good	Good	Good	31500	86.7
April 2016	Good	Very Good	Very Good	Very Good	31500	86.7
April 2014	Fair	Good	Satisfactory	Good	31500	86.7
April 2012	Fair	Good	Satisfactory	Good	12500	88.7
May 2010	Fair	Good	Satisfactory	Good	12500	88.7
April 2008	Fair	Satisfactory	Satisfactory	Good	12500	88.7
April 2006	Poor	Poor	Satisfactory	Good	12500	85.6
June 2004	Poor	Poor	Good	Good	12500	86.6
September 2000	Poor	Poor	Good	Good	39300	66.7
June 1998	Good	Good	Good	Good	39300	67.8
July 1995	Good	Good	Very Good	Very Good	31700	75.9
September 1992	Good	Good	Very Good	Very Good	31700	91.5
August 1991	Good	Good	Very Good	Very Good	31700	91.5

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

Element	Units	Quantity	1-Good	2-Fair	3-Poor	4-Serious
Superstructure
Reinforced Concrete Closed Web/Box Girder	linear ft.	553	547	6	0	0
Deck
Reinforced Concrete Top Flange	sq. ft.	9,570	9,535	35	0	0
Concrete Protective Coating	sq. ft.	8,910	8,910	0	0	0
Substructure
Reinforced Concrete Column	each	9	9	0	0	0
Reinforced Concrete Abutment	linear ft.	38	38	0	0	0
Joints
Pourable Joint	linear ft.	12	9	3	0	0
Compression Joint	linear ft.	50	49	1	0	0
Bridge Rail
Other Material Bridge Rail	linear ft.	1,106	916	190	0	0