Share:

S15-N5 CONNECTOR over CHOLLAS CREEK

Map

Coordinates:
+32.69389, -117.12306
32°41'38" N, 117°07'23" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts

Name:S15-N5 CONNECTOR over CHOLLAS CREEK
Structure number:57 0473F
Location:11-SD-015-R0.02L-SD
Purpose:Carries highway over waterway
Route classification:Principal Arterial - Other Freeways or Expressways (Urban) [12]
Length of largest span:84.0 ft. [25.6 m]
Total length:166.0 ft. [50.6 m]
Roadway width between curbs:22.0 ft. [6.7 m]
Deck width edge-to-edge:26.2 ft. [8.0 m]
Skew angle:27°
Owner:State Highway Agency [01]
Year built:1963
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:Box beam or girders - Multiple [05]
Deck type:Concrete Cast-in-Place [1]

Latest Available Inspection: December 2015

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:8,000 [as of 2010]
Truck traffic:2% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Very Good [8 out of 9]
Substructure condition:Very Good [8 out of 9]
Structural appraisal:Equal to present desirable criteria [8]
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:71.9 tons [65.4 metric tons]
Inventory rating:43.5 tons [39.5 metric tons]
Sufficiency rating:98.9

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
December 201598.9FairSatisfactoryVery GoodVery Good-8000
December 201397.9FairFairGoodGood-8000
February 201098.9FairSatisfactoryGoodGood-8000
March 200898.9FairSatisfactoryGoodGood-8000
March 200698.9FairSatisfactoryGoodGood-8000
January 200498.9FairSatisfactoryGoodGood-8000
January 200299.1GoodGoodGoodGood-6700
August 200098.0FairFairGoodGood-6700
March 199898.0FairFairGoodGood-6700
December 199597.0GoodVery GoodVery GoodVery Good-6700
January 199497.2GoodVery GoodVery GoodVery Good-5500
January 199297.2GoodVery GoodVery GoodVery Good-5500