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32 ND ST over CHOLLAS CREEK

Map

Coordinates:
+32.68853, -117.12535
32°41'19" N, 117°07'31" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:32 ND ST over CHOLLAS CREEK
Structure number:57C0414
Location:0.17MI N/O HARBOR DRIVE
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:37.1 ft. [11.3 m]
Total length:109.9 ft. [33.5 m]
Roadway width between curbs:64.0 ft. [19.5 m]
Deck width edge-to-edge:76.1 ft. [23.2 m]
Skew angle:38°
Owner:City or Municipal Highway Agency [04]
Year built:1985
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Number of main spans:3
Main spans material:Concrete continuous [2]
Main spans design:Slab [01]
Deck type:Concrete Cast-in-Place [1]

Latest Available Inspection: June 2016

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:13,077 [as of 2016]
Truck traffic:2% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Very Good [8 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Better than present minimum criteria [7]
Water adequacy appraisal:Superior to present desirable criteria [9]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:There are no noticeable or noteworthy deficiencies which affect the condition of the channel. [9]
Scour condition:Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Sufficiency rating:98.8

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
June 2016FairSatisfactorySatisfactoryVery Good1307798.8
June 2012GoodGoodGoodGood1320096.8
December 2008GoodGoodGoodGood1500096.6
January 2007GoodGoodGoodGood1500096.6
July 2003GoodGoodGoodGood1500096.6
March 2002GoodGoodGoodGood1500096.6
May 1999GoodGoodGoodGood1500096.6
November 1996GoodGoodGoodGood1500096.6
August 1994GoodVery GoodVery GoodVery Good1500096.9
June 1992GoodVery GoodVery GoodVery Good1500096.9