Summary for Test 2014-04-22-8003550-5

Test performed: CTM 227-June 2012

Project Information

Project IdentifiersProject ID: 209169
DEA: 073X3504
EFIS: 0712000166
DIST-CO-RTE-PM07-LA-105-R2.6
Award Date01/16/2014
Closeout Date03/21/2016
Work DescriptionRECONSTRUCT SLOPE AND HYDROSEED.
Location DescriptionLOS ANGELES COUNTY IN HAWTHORNE AT 0.1 MILE EAST OF INGLEWOOD AVENUE UNDERCROSSING
QA Service Level1 (Verified on 12/26/2013)

Sample Information

Sample Taken Date04/22/2014 Sample Unique Key8003550
Date that the sample was received by the laboratory/organization performing the testing04/23/2014 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
Telephone number of samplerNot set Laboratory sample identification4129B
Linked DIME Sample IDNot set 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
Bid ItemNot set

Material Information

Material TypeAggregate Source Identification (SMARA, name of Pit or Job Site)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 Aggregate Mix NumberNot set

Test Details

DIME Sample ID: 2014-04-22-8003550
DIME Test ID: 2014-04-22-8003550-5
Testing Lab: CT D08 - Fontana 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 2/20/2015 ✔