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ACACIA AVE over HAGGINWOOD CREEK

Map 

Coordinates:
+38.62194, -121.44583
38°37'19" N, 121°26'45" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:ACACIA AVE over HAGGINWOOD CREEK
Structure number:24C0226
Location:100' E RIO LINDA BLVD
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Local (Urban) [19]
Length of largest span:11.2 ft. [3.4 m]
Total length:33.1 ft. [10.1 m]
Roadway width between curbs:38.7 ft. [11.8 m]
Deck width edge-to-edge:55.4 ft. [16.9 m]
Skew angle:20°
Owner:City or Municipal Highway Agency [04]
Year built:1965
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Number of main spans:2
Main spans material:Concrete continuous [2]
Main spans design:Culvert [19]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: October 2015 

Status:Open, no restriction [A]
Average daily traffic:995 [as of 2009]
Truck traffic:10% of total traffic
Structural appraisal:Equal to present minimum criteria [6]
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]
Culvert condition:Shrinkage cracks, light scaling and insignificant spalling which does not expose reinforcing steel. Insignificant damage caused by drift with no misalignment and not requiring corrective action. Some minor scouring has occured near curtain walls, wingwalls or pipes. Metal culverts have a smooth symmetrical curvature with superficial corrosion and no pitting. [7]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:44.6 tons [40.5 metric tons]
Inventory rating:26.7 tons [24.3 metric tons]
Sufficiency rating:92.4

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
October 201592.4Not deficient---995
November 201392.4Not deficient---995
March 201189.4Not deficient---995
July 200697.0Not deficient---323
November 200797.0Not deficient---323
November 200397.0Not deficient---323
February 200297.0Not deficient---323
April 199991.5Functionally obsolete---240
December 199492.3Functionally obsolete---240
January 199392.3Functionally obsolete---240
April 199091.3Functionally obsolete---240