Summary for Test 2022-06-28-67-6

Test performed: CTM 202-November 2011

Project Information

Project IdentifiersProject ID: 7613
DEA: 071218W4
EFIS: 0700021119
DIST-CO-RTE-PM07-LA-5-29.4/31.6
Award Date11/29/2012
Closeout Date07/31/2023
Work DescriptionREALIGN ROUTE 5 AND RAILROAD TRACKS AND RECONFIGURE ON- AND OFF-RAMPS.
Location DescriptionLOS ANGELES COUNTY IN BURBANK FROM WEST MAGNOLIA BOULEVARD OVERCROSSING TO 0.3 MILE NORTH OF BUENA VISTA STREET/WINONA AVENUE UNDERCROSSING
QA Service Level1 (Verified on 10/08/2012)

Sample Information

Sample Taken Date06/28/2022 Sample Unique Key67
Will the laboratory/organization for which you are a member perform testing on this material sample?No Date that the sample was received by the laboratory/organization performing the testing06/29/2022
Sample typeAcceptance A brief description of the samplepcc agg
The quantity of what the sample constitutes40CY From where was the sample collectedSupplier
First name of sampler or witnessed byLuis Last name of sampler or witnessed byAcosta
Title of sampler Telephone number of sampler
Laboratory sample identification Linked DIME Sample ID
The fabricator/manufacturer/facility nameSecurity Paving La Mirada Transportation Laboratory (TL) Number19261
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifier
Structure name

Material Information

Material TypeAggregate Source Identification (SMARA, name of Pit or Job Site)91-19-0025
The fabricator's/manufacturer's product name for the sample The fabricator/manufacturer designation for the sample
The plant number A detailed description of where the material sample was collectedbelt
Where the material sample would have been placed if not sampled Primary Aggregate Nominal Size1 inch
The concrete mix design numberG3-15-STR-002 Lot number
Sublot number Aggregate Mix Number

Test Details

DIME Sample ID: 2022-06-28-67
DIME Test ID: 2022-06-28-67-6
Testing Lab: CT D07 - Plant Services
Test Method: CTM 202-November 2011: Method of Test for Sieve Analysis of Fine and Coarse Aggregates
Test Release Date: 2023-01-20

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: M Compas
Date of test: 07/05/2022
Cumulative percent passing the 3/8 in. sieve: 100 %
Cumulative percent passing the #4 sieve: 95 %
Cumulative percent passing the #8 sieve: 83 %
Cumulative percent passing the #16 sieve: 70 %
Cumulative percent passing the #30 sieve: 50 %
Cumulative percent passing the #50 sieve: 22 %
Cumulative percent passing the #100 sieve: 6 %
Cumulative percent passing the #200 sieve: 1.9 %
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 1/20/2023