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RIO LINDA BLVD over RIO LINDA CREEK

Map 

Coordinates:
+38.66694, -121.45083
38°40'01" N, 121°27'03" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:RIO LINDA BLVD over RIO LINDA CREEK
Structure number:24C0136
Location:1.8 MI N OF I-80
Purpose:Carries highway over waterway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:38.1 ft. [11.6 m]
Total length:212.0 ft. [64.6 m]
Roadway width between curbs:44.0 ft. [13.4 m]
Deck width edge-to-edge:47.6 ft. [14.5 m]
Skew angle:45°
Owner:City or Municipal Highway Agency [04]
Year built:1990
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:6
Main spans material:Concrete continuous [2]
Main spans design:Slab [01]
Deck type:Concrete Cast-in-Place [1]

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:Good [7 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Equal to present minimum criteria [6]
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:59.5 tons [54.1 metric tons]
Inventory rating:35.6 tons [32.4 metric tons]
Sufficiency rating:99.2

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
January 201699.2Not deficientSatisfactoryGoodGood6000
January 201299.2Not deficientSatisfactoryGoodGood6000
January 200899.2Not deficientSatisfactoryGoodGood6000
January 200499.2Not deficientSatisfactoryGoodGood6000
June 200299.2Not deficientGoodGoodGood6000
April 199399.8Not deficientGoodGoodGood1300
March 199199.8Not deficientVery GoodVery GoodVery Good1300