S15-E8 CONNECTOR over I 15 & I 8


+32.77861, -117.11222
32°46'43" N, 117°06'44" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.


Name:S15-E8 CONNECTOR over I 15 & I 8
Structure number:57 0884F
Purpose:Carries highway over highway and waterway
Route classification:Principal Arterial - Other Freeways or Expressways (Urban) [12]
Length of largest span:207.0 ft. [63.1 m]
Total length:3113.7 ft. [949.0 m]
Roadway width between curbs:35.1 ft. [10.7 m]
Deck width edge-to-edge:38.4 ft. [11.7 m]
Vertical clearance below bridge:17.7 ft. [5.4 m]
Skew angle:99°
Owner:State Highway Agency [01]
Year built:1984
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:16
Main spans material:Prestressed concrete continuous [6]
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:Good
Status:Open, no restriction [A]
Average daily traffic:45,000 [as of 2010]
Truck traffic:1% of total traffic
Deck condition:Very Good [8 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Very Good [8 out of 9]
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Basically intolerable requiring high priority of replacement [2]
Underclearances appraisal:Meets minimum tolerable limits to be left in place as is [4]
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 assessed or calculated scour condition. [5]
Operating rating:59.5 tons [54.1 metric tons]
Inventory rating:35.6 tons [32.4 metric tons]
Sufficiency rating:73.4
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$20,094,000

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
December 201573.4GoodVery GoodGoodVery GoodFO45000
January 201473.4GoodGoodVery GoodGoodFO45000
January 201270.1PoorPoorVery GoodGoodSD45000
February 201096.5FairFairVery GoodGood-5000
March 200897.5FairSatisfactoryVery GoodGood-5000
March 200697.5FairSatisfactoryVery GoodGood-5000
January 200497.5FairSatisfactoryVery GoodGood-5000
February 200297.7FairSatisfactoryVery GoodGood-2800
June 200092.7FairFairVery GoodGoodFO2800
March 199892.7FairFairVery GoodGoodFO2800
June 199792.7FairFairVery GoodGoodFO2800
January 199697.8GoodVery GoodVery GoodVery Good-2800
March 199497.8GoodVery GoodVery GoodVery Good-2800
February 199297.8GoodVery GoodVery GoodVery Good-2800