Summary for Test 2017-12-27-4-2

Test performed: CTM 202-November 2011

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 Date12/27/2017 Sample Unique Key4
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 testing12/27/2017
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 byDennis Last name of sampler or witnessed byRodriguez
Title of samplerQC Field Technician Telephone number of samplerUnknown
Laboratory sample identificationMix G3-15-590-3600 Linked DIME Sample IDUnknown
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, name of Pit or Job Site)91-19-0025::IRWINDALE
The fabricator's/manufacturer's product name for the sampleset 2 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 inch
The concrete mix design numberG3-15-590-3600 Lot numberNot set
Sublot numberNot set Aggregate Mix NumberNot set
HMA PayNo

Test Details

DIME Sample ID: 2017-12-27-4
DIME Test ID: 2017-12-27-4-2
Testing Lab: G3 Quality, Incorporated - Cerritos
Test Method: CTM 202-November 2011: Method of Test for Sieve Analysis of Fine and Coarse Aggregates
Test Release Date: 2018-02-05

Test Results


What size aggregate is being tested?: Fine Aggregate
Individual or cumulative mass retained on each sieve?: Cumulative Mass Retained
For Combined Gradation only, has the fine aggregate sample been reduced?: No
For Combined Gradation only, use #40 Sieve?: No
Input Type: Calculated
Tester's full name: Andrew Uribe
Date of test: 12/27/2017
Cumulative percent passing the 3/8 in. sieve: 100 %
Cumulative percent passing the #4 sieve: 94 %
Cumulative percent passing the #8 sieve: 83 %
Cumulative percent passing the #16 sieve: 67 %
Cumulative percent passing the #30 sieve: 46 %
Cumulative percent passing the #50 sieve: 19 %
Cumulative percent passing the #100 sieve: 7 %
Cumulative percent passing the #200 sieve: 3 %
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 2/5/2018