Test 2014-04-22-8003550-5 (CTM 227-June 2012) 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 Date4/22/2014 Sample Unique Key8003550
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 testing4/23/2014
Sample typeAnnual Source Testing A brief description of the sample3/8 Rock
The quantity of what the sample constitutes6 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 identification4129B
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 91-33-00008
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 Size3/8 inch
The concrete mix design number Lot numberNot set
Sublot numberNot set HMA Design ID
Test Details
DIME Sample ID: 2014-04-22-8003550
DIME Test ID: 2014-04-22-8003550-5
Testing Lab: CT - Southern Regional Laboratory
Test Method: CTM 227-June 2012: Method of Test for Evaluating Cleanness of Coarse Aggregate (Cleanness)
Test Release Date: 2015-02-20
Test Results

Describe the gradation of the aggregate:: Mix of sizes - max 1.5 in.
Input Type: Calculated
Tester's full name: Nader Rashidi
Date of test: 05/07/2014
Cleanness value (11/2 in. maximum aggregate mix):94
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 02/20/2015