Share:

INTERSTATE 805 SB over BNSF RY, ROSE CANYON CRK

Map 

Coordinates:
+32.86500, -117.18833
32°51'54" N, 117°11'18" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:INTERSTATE 805 SB over BNSF RY, ROSE CANYON CRK
Structure number:57 0760L
Location:11-SD-805-24.97-SD
Purpose:Carries highway over railroad and waterway
Route classification:Principal Arterial - Interstate (Urban) [11]
Length of largest span:145.0 ft. [44.2 m]
Total length:353.0 ft. [107.6 m]
Roadway width between curbs:78.1 ft. [23.8 m]
Deck width edge-to-edge:80.7 ft. [24.6 m]
Vertical clearance below bridge:49.9 ft. [15.2 m]
Skew angle:
Owner:State Highway Agency [01]
Year built:1971
Year reconstructed:2003
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:Box beam or girders - Multiple [05]
Deck type:Concrete Cast-in-Place [1]

Latest Available Inspection: November 2014 

Status:Open, no restriction [A]
Average daily traffic:103,500 [as of 2010]
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:Equal to present minimum criteria [6]
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 the assessed or calculated scour condition. [8]
Operating rating:109.8 tons [99.8 metric tons]
Inventory rating:67.8 tons [61.6 metric tons]
Sufficiency rating:88.3

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
November 201488.3Not deficientVery GoodVery GoodVery Good103500
November 201288.3Not deficientGoodGoodGood103500
January 201188.4Not deficientGoodGoodGood102000
November 200885.0Not deficientPoorGoodGood103000
December 200685.0Not deficientPoorGoodGood103000
December 200485.7Not deficientPoorGoodGood95500
January 200285.5Structurally deficientSeriousGoodGood75200
November 200085.5Structurally deficientSeriousGoodGood75200
December 199685.5Structurally deficientSeriousGoodGood75200
December 199492.4Not deficientVery GoodVery GoodVery Good75050
December 199292.1Not deficientVery GoodVery GoodVery Good78850
October 199092.1Not deficientVery GoodVery GoodVery Good78850