Summary for Test 2015-06-19-15-2

Test performed: ASTM C136-06

Project Information

Project IdentifiersProject ID: 209141
DEA: 07215954
EFIS: 0700001835
DIST-CO-RTE-PM07-LA-5-0.0/7.6
Award Date04/24/2014
Closeout Date07/14/2022
Work DescriptionWIDENING FREEWAY AND RECONSTRUCT OVERHEAD AND OVERCROSSING STRUCTURES
Location DescriptionLOS ANGELES COUNTY IN LA MIRADA, SANTA FE SPRINGS, NORWALK AND DOWNEY FROM ORANGE COUNTY/LOS ANGELES COUNTY LIMIT LINES TO 0.7 MILE NORTH OF ROUTE 605
QA Service Level1 (Verified on 06/02/2014)

Sample Information

Sample Taken Date06/19/2015 Sample Unique Key15
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 testing06/19/2015
Sample typeQuality Control A brief description of the samplerock and sand
The quantity of what the sample constitutes2 bags From where was the sample collectedSource
First name of sampler or witnessed byPaul Last name of sampler or witnessed byHamilton
Title of samplerQC Field Technician Telephone number of samplerUnknown
Laboratory sample identificationUnknown Linked DIME Sample IDUnknown
The fabricator/manufacturer/facility nameCemex Azusa Transportation Laboratory (TL) NumberUnknown
Inspector Lot Number from the Transportation Laboratory (TL) FormUnknown Structure unique identifierNot set
Structure nameNot set

Material Information

Material TypeAggregate Source Identification (SMARA, name of Pit or Job Site)Cemex Azusa
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 collectedBelt
Where the material sample would have been placed if not sampledUnknown Primary Aggregate Nominal Size
The concrete mix design number Lot numberNot set
Sublot numberNot set Aggregate Mix NumberNot set

Test Details

DIME Sample ID: 2015-06-19-15
DIME Test ID: 2015-06-19-15-2
Testing Lab: G3 Quality, Incorporated - Cerritos
Test Method: ASTM C136-06: Standard Test Method for Sieve Analysis of Fine and Coarse Aggregates
Test Release Date: 2015-10-22

Test Results


What type of gradation is being tested?: Fine Aggregate
Input Type: Calculated
Tester's full name: Peter Rice
Date of test: 06/20/2015
Cumulative percent passing the 3/8 in. sieve: 100 %
Cumulative percent passing the #4 sieve: 97 %
Cumulative percent passing the #8 sieve: 81 %
Cumulative percent passing the #16 sieve: 65 %
Cumulative percent passing the #30 sieve: 49 %
Cumulative percent passing the #50 sieve: 28 %
Cumulative percent passing the #100 sieve: 13 %
Cumulative percent passing the #200 sieve: 11 %
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 10/22/2015