Summary for Test 2014-08-28-12-5

Test performed: CTM 227-June 2012

Project Information

Project IdentifiersProject ID: 209583
DEA: 07295004
EFIS: 0713000008
DIST-CO-RTE-PM07-LA-10-41.7/48.3
Award Date07/07/2014
Closeout Date03/21/2016
Work DescriptionCOLD PLANE AC PVMT AND PLACE RUBBERIZED HMA, SUPERPAVE.
Location DescriptionLOS ANGELES COUNTY IN POMONA, SAN DIMAS AND CLAREMONT FROM 0.7 MILE WEST OF ROUTE 10/57 SEPARATION TO SAN BERNARDINO COUNTY LINE
QA Service Level1 (Verified on 06/04/2014)

Sample Information

Sample Taken Date08/28/2014 Sample Unique Key12
Date that the sample was received by the laboratory/organization performing the testing09/22/2014 Sample typeAnnual Source Testing
A brief description of the sampleOne inch PCC Aggregates The quantity of what the sample constitutes3 Bags
From where was the sample collectedSource First name of sampler or witnessed byUnknown
Last name of sampler or witnessed byUnknown Title of samplerUnknown
Telephone number of samplerUnknown Laboratory sample identification4270B
Linked DIME Sample ID0 The fabricator/manufacturer/facility nameCemex Azusa 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 19 0007
The fabricator's/manufacturer's product name for the sampleUnknown The fabricator/manufacturer designation for the sampleUnknown
The plant numberUnknown A detailed description of where the material sample was collectedStockpiles
Where the material sample would have been placed if not sampledUnknown 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: 2014-08-28-12
DIME Test ID: 2014-08-28-12-5
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: 09/24/2014
Cleanness value (11/2 in. maximum aggregate mix): 89
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 2/20/2015 ✔