Test 2016-06-16-9-1 (CTM 202-November 2014) 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 Date6/16/2016 Sample Unique Key9
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 testing6/16/2016
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 byMary Last name of sampler or witnessed byGreer
Title of samplerQC Field Technician Laboratory sample identificationMix G3-15-3600
The fabricator/manufacturer/facility nameSecurity Paving - 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)91-19-0025: Irwindale
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 collectedBatch Plant
Where the material sample would have been placed if not sampledUnknown Primary Aggregate Nominal Size1-1/2 inch
The concrete mix design numberG3-15-3600 Lot numberNot set
Sublot numberNot set HMA Design ID
Test Details
DIME Sample ID: 2016-06-16-9
DIME Test ID: 2016-06-16-9-1
Testing Lab: G3 Quality, Inc. - Cerritos
Test Method: CTM 202-November 2014: Method of Test for Determining Sieve Analysis of Fine and Coarse Aggregates
Test Release Date: 2017-01-13
Test Results

What size aggregate is being tested?: 1 in. x No. 4 - Coarse Aggregate
Input Type: Calculated
Tester's full name: Bryce Trudeau
Date of test: 06/16/2016
Cumulative percent passing the 1 1/2 in. sieve:100 %
Cumulative percent passing the 1 in. sieve:96 %
Cumulative percent passing the 3/4 in. sieve:70 %
Cumulative percent passing the 1/2 in. sieve:29 %
Cumulative percent passing the 3/8 in. sieve:20 %
Cumulative percent passing the #4 sieve:4 %
Cumulative percent passing the #8 sieve:2 %
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 01/13/2017