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E&W94-S15 CONNECTR over WABASH CANYON CREEK

Map

Coordinates:
+32.67167, -117.11667
32°40'18" N, 117°07'00" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts

Name:E&W94-S15 CONNECTR over WABASH CANYON CREEK
Structure number:57 0470H
Location:11-SD-094-3.11-SD
Purpose:Carries highway over waterway
Route classification:Principal Arterial - Other Freeways or Expressways (Urban) [12]
Length of largest span:15.1 ft. [4.6 m]
Total length:29.9 ft. [9.1 m]
Skew angle:99°
Owner:State Highway Agency [01]
Year built:1959
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:M 18 / H 20 [4]
Number of main spans:2
Main spans material:Concrete [1]
Main spans design:Culvert [19]
Deck type:Not applicable [N]

Latest Available Inspection: December 2016

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:21,400 [as of 2009]
Truck traffic:2% of total traffic
Structural appraisal:Equal to present minimum criteria [6]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Equal to present minimum criteria [6]
Channel protection:There are no noticeable or noteworthy deficiencies which affect the condition of the channel. [9]
Culvert condition:Deterioration or initial disintegration, minor chloride contamination, cracking with some leaching, or spalls on concrete or masonry walls and slabs. Local minor scouring at curtain walls, wingwalls or pipes. Metal culverts have a smooth curvature, non-symmetrical shape, significant corrosion or moderate pitting. [6]
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:98.0

Previous Inspections

DateSuff. RatingConditionCulvert ConditionSD/FOADT
December 201698.0Fair6 out of 10-21400
December 201298.0Good8 out of 10-21400
December 200898.4Good8 out of 10-16900
January 200798.4Good8 out of 10-16900
March 200598.9Good8 out of 10-12000
January 200398.9Good8 out of 10-12000
May 200198.9Good8 out of 10-12000
May 199998.9Good8 out of 10-12000
May 199798.9Good8 out of 10-12000
February 199599.1GoodN out of 10-12000
May 199399.1GoodN out of 10-12000
November 199099.1GoodN out of 10-12000