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RIO LINDA BLVD over HAGGINWOOD CREEK

Map 

Coordinates:
+38.62278, -121.44583
38°37'22" N, 121°26'45" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:RIO LINDA BLVD over HAGGINWOOD CREEK
Structure number:24C0127
Location:AT ACACIA AVE
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:21.0 ft. [6.4 m]
Total length:22.0 ft. [6.7 m]
Roadway width between curbs:65.0 ft. [19.8 m]
Deck width edge-to-edge:75.1 ft. [22.9 m]
Owner:City or Municipal Highway Agency [04]
Year built:1940
Year reconstructed:1960
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Main span material:Concrete [1]
Main span design:Tee beam [04]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: October 2015 

Status:Open, no restriction [A]
Average daily traffic:9,100 [as of 2004]
Truck traffic:10% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Meets minimum tolerable limits to be left in place as is [4]
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 the assessed or calculated scour condition. [8]
Operating rating:31.0 tons [28.2 metric tons]
Inventory rating:18.5 tons [16.8 metric tons]
Sufficiency rating:73.1

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
October 201573.1Not deficientGoodGoodGood9100
January 201473.1Not deficientSatisfactoryGoodSatisfactory9100
March 201273.1Not deficientSatisfactoryGoodGood9100
February 201088.7Not deficientSatisfactoryGoodGood7100
November 200788.7Not deficientSatisfactoryGoodGood7100
July 200688.7Not deficientSatisfactoryGoodGood7100
November 200388.7Not deficientGoodGoodGood7100
February 200288.7Not deficientGoodGoodGood7100
January 199964.9Functionally obsoleteGoodSatisfactoryGood7100
July 199581.7Not deficientSatisfactoryGoodGood7100
January 199381.7Not deficientSatisfactoryGoodGood7100
April 199081.7Not deficientSatisfactoryGoodGood7100