Test 2014-12-31-2-1 (CTM 202-November 2011) Summary

Project Information
Project IdentifiersProject ID: 7613
DEA: 071218W4
EFIS: 0700021119
DIST-CO-RTE-PM07-LA-5-29.4/31.6
Work DescriptionREALIGN ROUTE 5 AND RAILROAD TRACKS AND RECONFIGURE ON- AND OFF-RAMPS.
Location DescriptionLOS ANGELES COUNTY IN BURBANK FROM WEST MAGNOLIA BOULEVARD OVERCROSSING TO 0.3 MILE NORTH OF BUENA VISTA STREET/WINONA AVENUE UNDERCROSSING
Sample Information
Sample Taken Date12/31/2014 Sample Unique Key2
Will the laboratory/organization for which you are a member perform testing on this material sample?Yes Date that the sample was received by the laboratory/organization performing the testing1/6/2015
Sample typeAcceptance A brief description of the sampleStructure Backfill
The quantity of what the sample constitutes1 Bag From where was the sample collectedOther
First name of sampler or witnessed byUnknown Last name of sampler or witnessed byChoi
Title of samplerASR Laboratory sample identification5000B
The fabricator/manufacturer/facility nameJobsite Transportation Laboratory (TL) NumberC686458
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifierNot set
Structure nameNot set
Material Information
Material TypeAggregate Source Identification (SMARA or name of Pit)SW corner of Burbank Blvd
The fabricator's/manufacturer's product name for the sampleUnknown The fabricator/manufacturer designation for the sampleUnknown
The plant numberUnknown A detailed description of where the material sample was collectedJobsite
Where the material sample would have been placed if not sampledUnknown Primary Aggregate Nominal Size
The concrete mix design number Lot numberNot set
Sublot numberNot set HMA Design ID
Test Details
DIME Sample ID: 2014-12-31-2
DIME Test ID: 2014-12-31-2-1
Testing Lab: CT - Southern Regional Laboratory
Test Method: CTM 202-November 2011: Method of Test for Sieve Analysis of Fine and Coarse Aggregates
Test Release Date: 2015-02-23
Test Results

What size aggregate is being tested?: Combined Gradation
Individual or cumulative mass retained on each sieve?: Cumulative Mass Retained
Input Type: Calculated
Tester's full name: Vincent Onoh
Date of test: 01/08/2015
Cumulative percent passing the 3 in. sieve:100 %
Cumulative percent passing the 2 1/2 in. sieve:100 %
Cumulative percent passing the 2 in. sieve:97 %
Cumulative percent passing the 1 1/2 in. sieve:96 %
Cumulative percent passing the 1 in. sieve:91 %
Cumulative percent passing the 3/4 in. sieve:84 %
Cumulative percent passing the 1/2 in. sieve:71 %
Cumulative percent passing the 3/8 in. sieve:62 %
Cumulative percent passing the #4 sieve:46 %
Cumulative percent passing the #8 sieve:36 %
Cumulative percent passing the #16 sieve:29 %
Cumulative percent passing the #30 sieve:22 %
Cumulative percent passing the #50 sieve:17 %
Cumulative percent passing the #100 sieve:10 %
Cumulative percent passing the #200 sieve:7 %
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 02/23/2015