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WHITTIER BLVD over ROUTE 5 NB & E10-N5 CONN

Map 

Coordinates:
+34.03667, -118.21833
34°02'12" N, 118°13'06" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:WHITTIER BLVD over ROUTE 5 NB & E10-N5 CONN
Structure number:53 1356R
Location:07-LA-005-17.07-LA
Purpose:Carries highway and pedestrian walkway over highway
Route classification:Local (Urban) [19]
Length of largest span:91.9 ft. [28.0 m]
Total length:92.9 ft. [28.3 m]
Roadway width between curbs:67.9 ft. [20.7 m]
Deck width edge-to-edge:88.3 ft. [26.9 m]
Vertical clearance below bridge:15.1 ft. [4.6 m]
Skew angle:21°
Owner:State Highway Agency [01]
Year built:1960
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Main span material:Concrete [1]
Main span design:Box beam or girders - Multiple [05]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: November 2014 

Status:Open, no restriction [A]
Average daily traffic:13,500 [as of 2009]
Truck traffic:1% of total traffic
Deck condition:Satisfactory [6 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:Basically intolerable requiring high priority of corrrective action [3]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Scour condition:Bridge not over waterway. [N]
Operating rating:109.8 tons [99.8 metric tons]
Inventory rating:78.8 tons [71.6 metric tons]
Evaluation:Functionally obsolete [2]
Sufficiency rating:72.3
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$1,280,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
November 201472.3Functionally obsoleteSatisfactoryGoodVery Good13500
December 201272.3Functionally obsoleteSatisfactorySatisfactoryGood13500
May 201172.3Functionally obsoleteGoodSatisfactoryGood13500
November 200872.2Functionally obsoleteGoodGoodGood13680
April 200772.2Functionally obsoleteGoodGoodGood13680
May 200572.2Functionally obsoleteGoodGoodGood13680
June 200372.2Functionally obsoleteGoodGoodGood13680
April 200192.7Not deficientGoodGoodGood13680
August 199892.7Not deficientGoodGoodGood13680
July 199591.9Functionally obsoleteVery GoodVery GoodVery Good13680
August 199391.9Functionally obsoleteVery GoodVery GoodVery Good13680
May 199191.9Functionally obsoleteVery GoodVery GoodVery Good13680