INTERSTATE 5 over SACRAMENTO RIVER

This bridge is no longer in the current National Bridge Inventory database, and has likely been demolished or abandoned.

Map

Coordinates:
+40.88167, -122.38000
40°52'54" N, 122°22'48" W

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

Name:	INTERSTATE 5 over SACRAMENTO RIVER
Structure number:	06 0089
Location:	02-SHA-005-R40.16
Purpose:	Carries highway over waterway
Route classification:	Principal Arterial - Interstate (Rural) `[01]`
Length of largest span:	273.0 ft. `[83.2 m]`
Total length:	1330.1 ft. `[405.4 m]`
Roadway width between curbs:	54.1 ft. `[16.5 m]`
Deck width edge-to-edge:	59.7 ft. `[18.2 m]`
Vertical clearance below bridge:	17.4 ft. `[5.3 m]`
Skew angle:	99°
Owner:	State Highway Agency `[01]`
Year built:	1941
Year reconstructed:	1967
Historic significance:	Bridge is not eligible for the National Register of Historic Places `[5]`
Design load:	MS 13.5 / HS 15 `[3]`
Number of main spans:	7
Main spans material:	Steel continuous `[4]`
Main spans design:	Truss - Deck `[09]`
Deck type:	Concrete Cast-in-Place `[1]`

Good/Fair/Poor Condition:	Poor
Status:	Open, no restriction `[A]`
Average daily traffic:	17,200 `[as of 2009]`
Truck traffic:	30% of total traffic
Deck condition:	Serious `[3 out of 9]`
Superstructure condition:	Fair `[5 out of 9]`
Substructure condition:	Good `[7 out of 9]`
Structural appraisal:	Somewhat better than minimum adequacy to tolerate being left in place as is `[5]`
Deck geometry appraisal:	Meets minimum tolerable limits to be left in place as is `[4]`
Water adequacy appraisal:	Equal to present desirable criteria `[8]`
Roadway alignment appraisal:	Better than present minimum criteria `[7]`
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 assessed or calculated scour condition. `[5]`
Sufficiency rating:	47.0
Recommended work:	Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. `[31]`
Estimated cost of work:	$12,870,000

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
May 2014	Poor	Serious	Fair	Good	17200	47.0
May 2012	Poor	Serious	Fair	Good	17200	50.0
May 2010	Poor	Serious	Fair	Good	18400	50.0
May 2008	Poor	Serious	Fair	Good	18400	50.0
May 2007	Poor	Serious	Fair	Good	17900	50.0
December 2006	Poor	Serious	Fair	Good	17900	50.0
May 2003	Poor	Poor	Poor	Good	15500	36.0
April 2003	Fair	Satisfactory	Fair	Good	15500	50.0
October 2001	Poor	Satisfactory	Poor	Good	15500	39.0
November 2000	Fair	Satisfactory	Satisfactory	Good	15500	61.0
February 2000	Fair	Good	Satisfactory	Good	15500	61.0
July 1998	Fair	Good	Satisfactory	Good	15500	61.0
August 1994	Poor	Fair	Poor	Good	17300	37.8
May 1990	Poor	Fair	Poor	Good	16000	37.8