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 

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]
Evaluation:Functionally obsolete [2]
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. ratingEvaluationDeckSuper.Sub.ADT
December 201573.4Functionally obsoleteVery GoodGoodVery Good45000
January 201473.4Functionally obsoleteGoodVery GoodGood45000
January 201270.1Structurally deficientPoorVery GoodGood45000
February 201096.5Not deficientFairVery GoodGood5000
March 200897.5Not deficientSatisfactoryVery GoodGood5000
March 200697.5Not deficientSatisfactoryVery GoodGood5000
January 200497.5Not deficientSatisfactoryVery GoodGood5000
February 200297.7Not deficientSatisfactoryVery GoodGood2800
June 200092.7Functionally obsoleteFairVery GoodGood2800
20000.0Not applicable---103000
March 199892.7Functionally obsoleteFairVery GoodGood2800
June 199792.7Functionally obsoleteFairVery GoodGood2800
January 199697.8Not deficientVery GoodVery GoodVery Good2800
March 199497.8Not deficientVery GoodVery GoodVery Good2800
February 199297.8Not deficientVery GoodVery GoodVery Good2800