Summary for Test 2017-12-26-2-2

Test performed: CTM 202-November 2011

Project Information

Project IdentifiersProject ID: 211260
DEA: 072159U4
EFIS: 0715000160
DIST-CO-RTE-PM07-LA,ORA-5-0.0/1.5, 44.3/44.4
Award Date05/27/2016
Closeout Date08/01/2023
Work DescriptionCONSTRUCT HOV LANES AND MIX FLOW LANES.
Location DescriptionLOS ANGELES AND ORANGE COUNTIES IN BUENA PARK, LA MIRADA, CERRITOS AND SANTA FE SPRINGS FROM ARTESIA BOULEVARD UNDERCROSSING TO NORTH FORK COYOTE CREEK
QA Service Level1 (Verified on 03/16/2016)

Sample Information

Sample Taken Date12/26/2017 Sample Unique Key2
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 byCody Last name of sampler or witnessed byCuevas
Title of samplerQC Field Technician Telephone number of samplerUnknown
Laboratory sample identificationMix S63061 Linked DIME Sample IDUnknown
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, name of Pit or Job Site)91-33-0027::CORONA QUARRY
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 collectedUnknown
Where the material sample would have been placed if not sampledUnknown Primary Aggregate Nominal Size3/4 inch
The concrete mix design numberS63061 Lot number1
Sublot number1 Aggregate Mix NumberNot set

Test Details

DIME Sample ID: 2017-12-26-2
DIME Test ID: 2017-12-26-2-2
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: 2019-02-28

Test Results


What size aggregate is being tested?: Fine Aggregate
Individual or cumulative mass retained on each sieve?: Individual 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: Avo Karajian
Date of test: 12/27/2018
Cumulative percent passing the 3/8 in. sieve: 100 %
Cumulative percent passing the #4 sieve: 98 %
Cumulative percent passing the #8 sieve: 82 %
Cumulative percent passing the #16 sieve: 65 %
Cumulative percent passing the #30 sieve: 45 %
Cumulative percent passing the #50 sieve: 22 %
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 2/28/2019