Summary for Test 2013-10-29-7000705-5

Test performed: CTM 227-June 2012

Project Information

Project IdentifiersProject ID: 208944
DEA: 07187224
EFIS: 0700000189
DIST-CO-RTE-PM07-LA-126-R6.8/R9.2
Award DateNot set
Closeout Date08/19/2021
Work DescriptionSR 126/Commerce Center Drive Interchange Project
Location DescriptionNorthwest of the City of Santa Clarita in unincorporated Los Angeles County
QA Service Level1 (Verified on 08/01/2013)

Sample Information

Sample Taken Date10/29/2013 Sample Unique Key7000705
Date that the sample was received by the laboratory/organization performing the testing10/29/2013 Sample typeAnnual Source Testing
A brief description of the sample1 x 4 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
Telephone number of samplerNot set Laboratory sample identification3256B
Linked DIME Sample IDNot set The fabricator/manufacturer/facility nameCalportland - Sisquoc
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 No. 91-42-0014
The fabricator's/manufacturer's product name for the sample1 inch rock. The fabricator/manufacturer designation for the sampleNot set
The plant numberNot set A detailed description of where the material sample was collectedStockpile at the Plant
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 Aggregate Mix NumberNot set

Test Details

DIME Sample ID: 2013-10-29-7000705
DIME Test ID: 2013-10-29-7000705-5
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: 2014-02-28

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: 11/04/2013
Cleanness value (11/2 in. maximum aggregate mix): 91
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 2/28/2014 ✔