Summary for Test 2022-10-18-28-2

Test performed: CTM 202-November 2011

Project Information

Project IdentifiersProject ID: 993510
DEA: 120P9204
EFIS: 1216000044
DIST-CO-RTE-PM12-ORA-5-38.5/41.6
Award Date04/21/2022
Closeout DateNot set
Work DescriptionPLANTING, IRRIGATION, ROCK BLANKET, MINOR CONCRETE AND AC PAVING.
Location DescriptionORANGE COUNTY IN ANAHEIM FROM SANTA ANA STREET OVERCROSSING TO 0.5 MILE NORTH OF LA PALMA AVENUE OVERCROSSING
QA Service Level1 (Verified on 01/24/2022)

Sample Information

Sample Taken Date10/18/2022 Sample Unique Key28
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 testing10/18/2022
Sample typeQuality Assurance A brief description of the sampleFine Aggregates
The quantity of what the sample constitutes 2 bags From where was the sample collectedManufacturer
First name of sampler or witnessed byDavid/Vincent Last name of sampler or witnessed byNguyen/Tran
Title of samplerTET Telephone number of sampler
Laboratory sample identification22-1056 Linked DIME Sample ID
The fabricator/manufacturer/facility nameRobertsons Ready Mix - Paramount Transportation Laboratory (TL) Number
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)91-33-0061
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 collectedConveyor Belt
Where the material sample would have been placed if not sampled Primary Aggregate Nominal Size1/2 inch
The concrete mix design numberRRM16044 Lot number
Sublot number Aggregate Mix Number

Test Details

DIME Sample ID: 2022-10-18-28
DIME Test ID: 2022-10-18-28-2
Testing Lab: CT D12 - Huntington Beach Field Laboratory
Test Method: CTM 202-November 2011: Method of Test for Sieve Analysis of Fine and Coarse Aggregates
Test Release Date: 2023-05-15

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?: Yes
For Combined Gradation only, use #40 Sieve?: No
Input Type: Calculated
Tester's full name: Vincent Tran
Date of test: 10/20/2022
Cumulative percent passing the 1 1/2 in. sieve: 100 %
Cumulative percent passing the 1 in. sieve: 93 %
Cumulative percent passing the 3/4 in. sieve: 66 %
Cumulative percent passing the 1/2 in. sieve: 37 %
Cumulative percent passing the 3/8 in. sieve: 26 %
Cumulative percent passing the #4 sieve: 4 %
Cumulative percent passing the #8 sieve: 1 %
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 5/15/2023