Share:

S5-E8 CONNECTOR RP over UP RR,AMTRAK,I 5,I 8 WB

Map 

Coordinates:
+32.75917, -117.20389
32°45'33" N, 117°12'14" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:S5-E8 CONNECTOR RP over UP RR,AMTRAK,I 5,I 8 WB
Structure number:57 0567F
Location:11-SD-005-R20.08-SD
Purpose:Carries highway over highway and waterway
Route classification:Principal Arterial - Interstate (Urban) [11]
Length of largest span:116.1 ft. [35.4 m]
Total length:1175.9 ft. [358.4 m]
Roadway width between curbs:27.9 ft. [8.5 m]
Deck width edge-to-edge:34.1 ft. [10.4 m]
Vertical clearance above deck:16.7 ft. [5.1 m]
Vertical clearance below bridge:15.4 ft. [4.7 m]
Skew angle:99°
Owner:State Highway Agency [01]
Year built:1969
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:12
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: October 2015 

Status:Open, no restriction [A]
Average daily traffic:23,500 [as of 2009]
Truck traffic:2% of total traffic
Deck condition:Very Good [8 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:Basically intolerable requiring high priority of corrrective action [3]
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:76.7 tons [69.7 metric tons]
Inventory rating:46.0 tons [41.8 metric tons]
Evaluation:Functionally obsolete [2]
Sufficiency rating:67.7
Recommended work:Other structural work, including hydraulic replacements. [38]
Estimated cost of work:$6,246,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
October 201567.7Functionally obsoleteVery GoodVery GoodVery Good23500
October 201367.7Functionally obsoleteGoodGoodGood23500
November 201167.7Functionally obsoleteGoodGoodGood23500
November 200967.6Functionally obsoleteFairGoodGood20300
January 200867.6Functionally obsoleteFairGoodGood20300
January 200667.6Functionally obsoleteFairGoodGood20300
October 200370.7Functionally obsoleteSatisfactoryGoodGood20300
November 200170.7Functionally obsoleteSatisfactoryGoodGood20300
November 199970.7Functionally obsoleteSatisfactoryGoodGood20300
20000.0Not applicable---201000
May 199870.7Functionally obsoleteSatisfactoryGoodGood20300
July 199573.1Not deficientGoodVery GoodVery Good20300
October 199173.1Not deficientGoodVery GoodVery Good20300