Share:

N5-E52 CONNECTOR over MTDB,BNSF RY,AMTRAK,ROSE

Map 

Coordinates:
+32.83778, -117.23306
32°50'16" N, 117°13'59" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:N5-E52 CONNECTOR over MTDB,BNSF RY,AMTRAK,ROSE
Structure number:57 0518G
Location:11-SD-005-R25.92-SD
Purpose:Carries highway over railroad and waterway
Route classification:Principal Arterial - Interstate (Urban) [11]
Length of largest span:100.1 ft. [30.5 m]
Total length:235.9 ft. [71.9 m]
Roadway width between curbs:22.0 ft. [6.7 m]
Deck width edge-to-edge:25.9 ft. [7.9 m]
Vertical clearance below bridge:40.0 ft. [12.2 m]
Skew angle:99°
Owner:State Highway Agency [01]
Year built:1966
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18+Mod / HS 20+Mod [6]
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: September 2015 

Status:Open, no restriction [A]
Average daily traffic:11,600 [as of 2010]
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:Equal to present minimum criteria [6]
Underclearances appraisal:Superior to present desirable criteria [9]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Meets minimum tolerable limits to be left in place as is [4]
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:79.1 tons [71.9 metric tons]
Inventory rating:47.7 tons [43.4 metric tons]
Sufficiency rating:93.2

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
September 201593.2Not deficientVery GoodVery GoodVery Good11600
September 201393.2Not deficientGoodGoodGood11600
October 201193.2Not deficientGoodGoodGood11600
October 200992.1Not deficientFairGoodGood11900
December 200792.1Not deficientFairGoodGood11900
January 200693.1Not deficientSatisfactoryGoodGood11900
November 200393.1Not deficientGoodGoodGood11900
December 200193.1Not deficientGoodGoodGood11900
March 200093.1Not deficientGoodGoodGood11900
September 199595.3Not deficientVery GoodVery GoodVery Good11900
November 199195.3Not deficientVery GoodVery GoodVery Good11900