Test 2015-09-03-8-3 (ASTM C136-06) Summary

Project Information
Project IdentifiersProject ID: 209141
DEA: 07215954
EFIS: 0700001835
DIST-CO-RTE-PM07-LA-5-0.0/7.6
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
Sample Information
Sample Taken Date9/3/2015 Sample Unique Key8
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 testing9/3/2015
Sample typeQuality Control A brief description of the samplerock and sand
The quantity of what the sample constitutes3 bags From where was the sample collectedSource
First name of sampler or witnessed byDavid Last name of sampler or witnessed byIllescas
Title of samplerQC Field Technician Laboratory sample identificationUnknown
The fabricator/manufacturer/facility nameSecurity Florance 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 or name of Pit)Security Paving Plant
The fabricator's/manufacturer's product name for the sampleRW 326 The fabricator/manufacturer designation for the sampleSet 1
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 HMA Design ID
Test Details
DIME Sample ID: 2015-09-03-8
DIME Test ID: 2015-09-03-8-3
Testing Lab: G3 Quality, Inc. - Cerritos
Test Method: ASTM C136-06: Standard Test Method for Sieve Analysis of Fine and Coarse Aggregates
Test Release Date: 2015-10-23
Test Results

What type of gradation is being tested?: Fine Aggregate
Input Type: Calculated
Tester's full name: Peter Rice
Date of test: 09/09/2015
Cumulative percent passing the 3/8 in. sieve:100 %
Cumulative percent passing the #4 sieve:97 %
Cumulative percent passing the #8 sieve:85 %
Cumulative percent passing the #16 sieve:70 %
Cumulative percent passing the #30 sieve:49 %
Cumulative percent passing the #50 sieve:18 %
Cumulative percent passing the #100 sieve:5 %
Cumulative percent passing the #200 sieve:2 %
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 10/23/2015