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RIO LINDA BLVD over ARCADE CREEK

Map 

Coordinates:
+38.62500, -121.44694
38°37'30" N, 121°26'49" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:RIO LINDA BLVD over ARCADE CREEK
Structure number:24C0128
Location:0.1 MI N ARCADE BLVD
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:65.9 ft. [20.1 m]
Total length:196.9 ft. [60.0 m]
Roadway width between curbs:65.9 ft. [20.1 m]
Deck width edge-to-edge:77.8 ft. [23.7 m]
Skew angle:24°
Owner:City or Municipal Highway Agency [04]
Year built:1989
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:3
Main spans material:Prestressed concrete continuous [6]
Main spans design:Slab [01]
Deck type:Concrete Cast-in-Place [1]

Latest Available Inspection: October 2015 

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:15,398 [as of 2007]
Truck traffic:10% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Very Good [8 out of 9]
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Better than present minimum criteria [7]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Equal to present desirable criteria [8]
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]
Operating rating:59.5 tons [54.1 metric tons]
Inventory rating:35.6 tons [32.4 metric tons]
Sufficiency rating:89.2

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
October 201589.2GoodGoodGoodVery Good-15398
November 201388.1FairFairGoodGood-15398
March 201188.1FairFairGoodVery Good-15398
November 200791.3FairSatisfactoryGoodVery Good-15000
July 200691.3FairSatisfactoryGoodVery Good-15000
November 200391.3FairSatisfactoryGoodVery Good-15000
February 200290.2FairFairGoodVery Good-15000
June 200091.3FairSatisfactorySatisfactorySatisfactory-15000
January 199991.3FairSatisfactorySatisfactorySatisfactory-15000
September 199591.4GoodVery GoodVery GoodVery Good-15000
September 199391.4GoodVery GoodVery GoodVery Good-15000
April 199189.3GoodVery GoodVery GoodVery Good-15000