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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 

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. ratingEvaluationDeckSuper.Sub.ADT
October 201589.2Not deficientGoodGoodVery Good15398
November 201388.1Not deficientFairGoodGood15398
March 201188.1Not deficientFairGoodVery Good15398
July 200691.3Not deficientSatisfactoryGoodVery Good15000
November 200791.3Not deficientSatisfactoryGoodVery Good15000
November 200391.3Not deficientSatisfactoryGoodVery Good15000
February 200290.2Not deficientFairGoodVery Good15000
June 200091.3Not deficientSatisfactorySatisfactorySatisfactory15000
January 199991.3Not deficientSatisfactorySatisfactorySatisfactory15000
September 199591.4Not deficientVery GoodVery GoodVery Good15000
September 199391.4Not deficientVery GoodVery GoodVery Good15000
April 199189.3Not deficientVery GoodVery GoodVery Good15000