INTERSTATE 5 NB over FREEPORT BL,ABANDONED RR

Map

Coordinates:
+38.47549, -121.50393
38°28'32" N, 121°30'14" W

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

Name:	INTERSTATE 5 NB over FREEPORT BL,ABANDONED RR
Structure number:	24 0296R
Location:	03-SAC-005-15.59-SAC
Purpose:	Carries highway over highway and waterway
Route classification:	Principal Arterial - Interstate (Urban) `[11]`
Length of largest span:	121.1 ft. `[36.9 m]`
Total length:	554.2 ft. `[168.9 m]`
Roadway width between curbs:	51.8 ft. `[15.8 m]`
Deck width edge-to-edge:	54.1 ft. `[16.5 m]`
Vertical clearance below bridge:	26.2 ft. `[8.0 m]`
Skew angle:	49°
Owner:	State Highway Agency `[01]`
Year built:	1975
Historic significance:	Bridge is not eligible for the National Register of Historic Places `[5]`
Design load:	MS 18+Mod / HS 20+Mod `[6]`
Number of main spans:	5
Main spans material:	Concrete continuous `[2]`
Main spans design:	Box beam or girders - Multiple `[05]`
Deck type:	Concrete Cast-in-Place `[1]`
Wearing surface:	Integral Concrete (separate non-modified layer of concrete added to structural deck) `[2]`

Good/Fair/Poor Condition:	Good
Status:	Open, no restriction `[A]`
Average daily traffic:	46,500 `[as of 2010]`
Truck traffic:	18% of total traffic
Deck condition:	Good `[7 out of 9]`
Superstructure condition:	Very Good `[8 out of 9]`
Substructure condition:	Very Good `[8 out of 9]`
Structural appraisal:	Equal to present desirable criteria `[8]`
Deck geometry appraisal:	Somewhat better than minimum adequacy to tolerate being left in place as is `[5]`
Underclearances appraisal:	Better than present minimum criteria `[7]`
Water adequacy appraisal:	Equal to present desirable criteria `[8]`
Roadway alignment appraisal:	Superior to present desirable criteria `[9]`
Channel protection:	Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. `[8]`
Scour condition:	Bridge foundations determined to be stable for the assessed or calculated scour condition. `[8]`
Sufficiency rating:	83.0

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
June 2016	Good	Good	Very Good	Very Good	46500	83.0
July 2014	Poor	Poor	Very Good	Very Good	46500	80.0
June 2012	Poor	Poor	Good	Good	46500	78.0
December 2010	Poor	Poor	Good	Good	42500	79.0
June 2008	Good	Good	Good	Good	42500	82.0
September 2006	Good	Good	Good	Good	42500	82.0
March 2003	Good	Good	Good	Good	27900	83.0
February 2001	Good	Good	Good	Good	27900	83.0
March 1999	Poor	Serious	Good	Good	27900	78.0
March 1997	Poor	Serious	Good	Good	27900	78.0
April 1995	Fair	Satisfactory	Good	Good	25150	83.0
September 1993	Fair	Satisfactory	Good	Good	21200	83.0
July 1991	Fair	Satisfactory	Good	Good	21200	83.0

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.	169	166	1	2	0
Deck
Reinforced Concrete Top Flange	sq. ft.	2,787	2,509	278	0	0
Wearing Surfaces	sq. ft.	2,669	2,669	0	0	0
Substructure
Reinforced Concrete Column	each	12	12	0	0	0
Reinforced Concrete Abutment	linear ft.	50	50	0	0	0
Reinforced Concrete Pile	each	1	1	0	0	0
Joints
Strip Seal Joint	linear ft.	25	25	0	0	0
Compression Joint	linear ft.	49	49	0	0	0
Bearings
Enclosed/Concealed Bearing	each	2	2	0	0	0
Bridge Rail
Other Material Bridge Rail	linear ft.	338	338	0	0	0