Share:

STATE ROUTE 1 over BNSF RY

Map 

Coordinates:
+33.79167, -118.25333
33°47'30" N, 118°15'12" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:STATE ROUTE 1 over BNSF RY
Structure number:53 0352
Location:07-LA-001-9.93-LA
Purpose:Carries highway and railroad over railroad
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:62.0 ft. [18.9 m]
Total length:408.2 ft. [124.4 m]
Roadway width between curbs:64.0 ft. [19.5 m]
Deck width edge-to-edge:76.1 ft. [23.2 m]
Vertical clearance below bridge:22.6 ft. [6.9 m]
Skew angle:16°
Owner:State Highway Agency [01]
Year built:1936
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:M 18 / H 20 [4]
Number of main spans:8
Main spans material:Steel [3]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: November 2015 

Status:Open, no restriction [A]
Average daily traffic:26,500 [as of 2009]
Truck traffic:11% 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: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]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Scour condition:Bridge not over waterway. [N]
Operating rating:56.7 tons [51.5 metric tons]
Inventory rating:33.9 tons [30.8 metric tons]
Evaluation:Functionally obsolete [2]
Sufficiency rating:72.0
Recommended work:Other structural work, including hydraulic replacements. [38]
Estimated cost of work:$4,875,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
November 201572.0Functionally obsoleteVery GoodVery GoodVery Good26500
February 201454.9Structurally deficientSeriousFairFair26500
November 201152.2Structurally deficientSeriousFairFair31900
November 200952.4Structurally deficientSeriousFairGood31900
November 200752.4Structurally deficientSeriousFairGood31900
January 200652.4Structurally deficientSeriousFairGood31900
September 200352.4Structurally deficientSeriousFairGood31900
February 200352.4Structurally deficientSeriousFairGood31900
November 200152.4Structurally deficientSeriousFairGood31900
March 200156.9Functionally obsoleteFairFairGood31900
October 199956.9Functionally obsoleteFairFairGood31900
March 199969.9Functionally obsoleteSatisfactoryGoodGood31900
July 199769.9Functionally obsoleteSatisfactoryGoodGood31900
May 199470.5Functionally obsoleteGoodGoodGood31800
May 199270.0Functionally obsoleteGoodGoodGood36300