Test 2014-03-21-14207136-1 (CTM 202-November 2011) Summary

Project Information
Project IdentifiersProject ID: 209169
DEA: 073X3504
EFIS: 0712000166
DIST-CO-RTE-PM07-LA-105-R2.6
Work DescriptionRECONSTRUCT SLOPE AND HYDROSEED.
Location DescriptionLOS ANGELES COUNTY IN HAWTHORNE AT 0.1 MILE EAST OF INGLEWOOD AVENUE UNDERCROSSING
Sample Information
Sample Taken Date3/21/2014 Sample Unique Key14207136
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 testing3/26/2014
Sample typeAnnual Source Testing A brief description of the sampleWCS
The quantity of what the sample constitutes5 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 identification4120B
The fabricator/manufacturer/facility nameRobertsons Ready Mix - Cabazon Quarry 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 91-33-0008
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 collectedRobertsons Ready Mix - Cabazon Quarry - Stockpile
Where the material sample would have been placed if not sampledNot set Primary Aggregate Nominal Sizefine
The concrete mix design number Lot numberNot set
Sublot numberNot set HMA Design ID
Test Details
DIME Sample ID: 2014-03-21-14207136
DIME Test ID: 2014-03-21-14207136-1
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?: Fine Aggregate
Individual or cumulative mass retained on each sieve?: Cumulative Mass Retained
Input Type: Calculated
Tester's full name: Satish Jain
Date of test: 04/01/2014
Cumulative percent passing the 3/8 in. sieve:100 %
Cumulative percent passing the #4 sieve:90 %
Cumulative percent passing the #8 sieve:70 %
Cumulative percent passing the #16 sieve:51 %
Cumulative percent passing the #30 sieve:34 %
Cumulative percent passing the #50 sieve:18 %
Cumulative percent passing the #100 sieve:5 %
Cumulative percent passing the #200 sieve:2 %
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 02/20/2015