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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

Facts

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]

Latest Available Inspection: May 2014

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

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
May 2014PoorSeriousFairGood1720047.0
May 2012PoorSeriousFairGood1720050.0
May 2010PoorSeriousFairGood1840050.0
May 2008PoorSeriousFairGood1840050.0
May 2007PoorSeriousFairGood1790050.0
December 2006PoorSeriousFairGood1790050.0
May 2003PoorPoorPoorGood1550036.0
April 2003FairSatisfactoryFairGood1550050.0
October 2001PoorSatisfactoryPoorGood1550039.0
November 2000FairSatisfactorySatisfactoryGood1550061.0
February 2000FairGoodSatisfactoryGood1550061.0
July 1998FairGoodSatisfactoryGood1550061.0
August 1994PoorFairPoorGood1730037.8
May 1990PoorFairPoorGood1600037.8