Test 2020-08-12-44-2 (CTM 202-November 2011) 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 Date8/12/2020 Sample Unique Key44
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 testing8/13/2020
Sample typeQuality Control A brief description of the samplerock and sand
The quantity of what the sample constitutes1 Bag From where was the sample collectedSource
First name of sampler or witnessed byBobby Last name of sampler or witnessed byTogores
Title of samplerQC Field Technician Laboratory sample identificationMix S62578
The fabricator/manufacturer/facility nameNational Artesia Transportation Laboratory (TL) NumberUnknown
Inspector Lot Number from the Transportation Laboratory (TL) FormUnknown Structure unique identifier00-0000
Structure name
Material Information
Material TypeAggregate Source Identification (SMARA or name of Pit)91-33-0027
The fabricator's/manufacturer's product name for the sampleset 1 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 Size1 inch
The concrete mix design numberS62578 Lot numberUnknown
Sublot numberUnknown HMA Design ID
Test Details
DIME Sample ID: 2020-08-12-44
DIME Test ID: 2020-08-12-44-2
Testing Lab: G3 Quality, Inc. - Cerritos
Test Method: CTM 202-November 2011: Method of Test for Sieve Analysis of Fine and Coarse Aggregates
Test Release Date: 2020-11-30
Test Results

What size aggregate is being tested?: Fine Aggregate
Individual or cumulative mass retained on each sieve?: Cumulative Mass Retained
Input Type: Calculated
Tester's full name: Alexis Balandra
Date of test: 08/13/2020
Cumulative percent passing the 3/8 in. sieve:100 %
Cumulative percent passing the #4 sieve:95 %
Cumulative percent passing the #8 sieve:85 %
Cumulative percent passing the #16 sieve:71 %
Cumulative percent passing the #30 sieve:50 %
Cumulative percent passing the #50 sieve:24 %
Cumulative percent passing the #100 sieve:8 %
Cumulative percent passing the #200 sieve:3 %
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 11/30/2020