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INTERSTATE 15 over S15-MAIN,S BR CHOLLAS CR

Map 

Coordinates:
+32.69167, -117.12250
32°41'30" N, 117°07'21" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:INTERSTATE 15 over S15-MAIN,S BR CHOLLAS CR
Structure number:57 0493
Location:11-SD-015-0.45-SD
Purpose:Carries highway over highway and waterway
Route classification:Principal Arterial - Other Freeways or Expressways (Urban) [12]
Length of largest span:35.1 ft. [10.7 m]
Total length:91.9 ft. [28.0 m]
Roadway width between curbs:58.1 ft. [17.7 m]
Deck width edge-to-edge:66.9 ft. [20.4 m]
Vertical clearance below bridge:15.4 ft. [4.7 m]
Skew angle:49°
Owner:State Highway Agency [01]
Year built:1954
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: December 2015 

Status:Open, no restriction [A]
Average daily traffic:6,800 [as of 2010]
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:Meets minimum tolerable limits to be left in place as is [4]
Underclearances appraisal:Basically intolerable requiring high priority of corrrective action [3]
Water adequacy appraisal:Equal to present minimum criteria [6]
Roadway alignment appraisal:Superior to present desirable criteria [9]
Channel protection:Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. [6]
Scour condition:Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Operating rating:64.9 tons [59.0 metric tons]
Inventory rating:38.8 tons [35.3 metric tons]
Evaluation:Functionally obsolete [2]
Sufficiency rating:93.3

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
December 201593.3Functionally obsoleteSatisfactorySatisfactoryVery Good6800
December 201392.3Functionally obsoleteFairGoodGood6800
January 201292.3Functionally obsoleteFairGoodGood6800
February 201083.0Functionally obsoleteSatisfactoryGoodGood109000
March 200883.0Functionally obsoleteSatisfactoryGoodGood109000
March 200683.0Functionally obsoleteSatisfactoryGoodGood109000
January 200481.9Functionally obsoleteFairSatisfactoryGood109000
January 200286.1Functionally obsoleteSatisfactorySatisfactoryGood78800
May 200084.9Functionally obsoleteFairSatisfactoryGood78800
March 199884.9Functionally obsoleteFairSatisfactoryGood78800
December 199586.4Functionally obsoleteGoodGoodGood70000
January 199486.4Functionally obsoleteGoodGoodGood70000
January 199291.2Functionally obsoleteGoodGoodGood10500