Summary for Test 2019-03-28-8-1

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 Date03/28/2019 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 testing03/29/2019
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 Telephone number of samplerUnknown
Laboratory sample identificationMix G3-15-3600-590 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 identifier00-0000
Structure name

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 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 Size1 inch
The concrete mix design numberG3-15-3600-590 Lot number1
Sublot number1 Aggregate Mix NumberNot set

Test Details

DIME Sample ID: 2019-03-28-8
DIME Test ID: 2019-03-28-8-1
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: 2019-07-02

Test Results


What size aggregate is being tested?: 1 in. x No. 4 - Coarse 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: Ronald Hernandez
Date of test: 03/29/2019
Cumulative percent passing the 1 1/2 in. sieve: 100 %
Cumulative percent passing the 1 in. sieve: 98 %
Cumulative percent passing the 3/4 in. sieve: 77 %
Cumulative percent passing the 1/2 in. sieve: 35 %
Cumulative percent passing the 3/8 in. sieve: 21 %
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 7/2/2019