Test 2014-05-21-6005163-1 (CTM 202-November 2011) Summary

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Project Information
Project IdentifiersProject ID: 4085
DEA: 07286904
EFIS: 0700020897
DIST-CO-RTE-PM07-LA-60-11.6/R23.6
Work DescriptionREPLACE PCC SLABS & ELECTRICAL LOOPS AND GRIND PAVEMENT.
Location DescriptionLOS ANGELES COUNTY IN CITY OF INDUSTRY AND DIAMOND BAR FROM ROUTE 60/605 SEPARATION TO S57/60 SEPARATION
Sample Information
Sample Taken Date5/21/2014 Sample Unique Key6005163
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 testing5/21/2014
Sample typeAnnual Source Testing A brief description of the sample1 Inch Rock
The quantity of what the sample constitutes8 Bags From where was the sample collectedSource
First name of sampler or witnessed byUnknown Last name of sampler or witnessed byUnknown
Title of samplerNot set Laboratory sample identification4146B
The fabricator/manufacturer/facility nameVulcan Durbin Transportation Laboratory (TL) Number
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)SMARA 91-19-0023
The fabricator's/manufacturer's product name for the sampleNot set The fabricator/manufacturer designation for the sampleNot set
The plant numberNot set A detailed description of where the material sample was collectedStockpile
Where the material sample would have been placed if not sampledNot set Primary Aggregate Nominal Size1 inch
The concrete mix design number Lot numberNot set
Sublot numberNot set HMA Design ID
Test Details
DIME Sample ID: 2014-05-21-6005163
DIME Test ID: 2014-05-21-6005163-1
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: 2015-02-20
Test Results

What size aggregate is being tested?: 1 in. x No. 4 - Coarse Aggregate
Individual or cumulative mass retained on each sieve?: Cumulative Mass Retained
Input Type: Calculated
Tester's full name: Nader Rashidi
Date of test: 05/28/2014
Cumulative percent passing the 1 1/2 in. sieve:100 %
Cumulative percent passing the 1 in. sieve:97 %
Cumulative percent passing the 3/4 in. sieve:71 %
Cumulative percent passing the 1/2 in. sieve:30 %
Cumulative percent passing the 3/8 in. sieve:7 %
Cumulative percent passing the #4 sieve:2 %
Cumulative percent passing the #8 sieve:1 %
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 02/20/2015