Share:

RIO LINDA BLVD over MAGPIE CREEK

Map 

Coordinates:
+38.65500, -121.44778
38°39'18" N, 121°26'52" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:RIO LINDA BLVD over MAGPIE CREEK
Structure number:24C0129
Location:0.92 MI N. OF FAI 880
Purpose:Carries highway over waterway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:15.1 ft. [4.6 m]
Total length:60.0 ft. [18.3 m]
Roadway width between curbs:29.9 ft. [9.1 m]
Deck width edge-to-edge:32.2 ft. [9.8 m]
Owner:City or Municipal Highway Agency [04]
Year built:1937
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Number of main spans:4
Main spans material:Concrete continuous [2]
Main spans design:Slab [01]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: January 2016 

Status:Open, no restriction [A]
Average daily traffic:6,000 [as of 2002]
Truck traffic:10% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Basically intolerable requiring high priority of corrrective action [3]
Deck geometry appraisal:Basically intolerable requiring high priority of corrrective action [3]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. [6]
Scour condition:Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Operating rating:28.2 tons [25.6 metric tons]
Inventory rating:16.7 tons [15.2 metric tons]
Evaluation:Functionally obsolete [2]
Sufficiency rating:48.9
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$300,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
January 201648.9Functionally obsoleteSatisfactorySatisfactoryGood6000
February 201448.9Functionally obsoleteSatisfactorySatisfactoryGood6000
January 201248.9Functionally obsoleteSatisfactorySatisfactoryGood6000
March 201067.2Functionally obsoleteSatisfactorySatisfactoryGood6000
January 200867.2Functionally obsoleteSatisfactorySatisfactoryGood6000
January 200467.2Functionally obsoleteSatisfactorySatisfactoryGood6000
June 200267.2Functionally obsoleteSatisfactorySatisfactoryGood6000
September 199880.5Structurally deficientPoorGoodGood1500
June 199571.1Not deficientFairFairFair1500
September 199266.5Not deficientFairFairFair1500
April 199066.5Not deficientFairFairFair1500