Summary for Test 2023-03-07-5-2

Test performed: CTM 202-November 2011

Project Information

Project IdentifiersProject ID: 214451
DEA: 07303704
EFIS: 0714000035
DIST-CO-RTE-PM07-LA-101-8.0/27.3
Award Date12/19/2019
Closeout Date05/07/2024
Work DescriptionREPLACE CONCRETE BARRIERS.
Location DescriptionTHE CITY AND COUNTY OF LOS ANGELES FROM PILGRIMAGE OVERCROSSING TO VALLEY CIRCLE BOULEVARD OVERCROSSING
QA Service Level1 (Verified on 08/12/2020)

Sample Information

Sample Taken Date03/07/2023 Sample Unique Key5
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 testing03/07/2023
Sample typeQuality Assurance A brief description of the sample1 x 4 PCC Aggregate
The quantity of what the sample constitutes40 CY From where was the sample collectedSupplier
First name of sampler or witnessed byHussaya Last name of sampler or witnessed byLeelakitrungruang
Title of samplerField Materials Tester Telephone number of sampler6265343017
Laboratory sample identificationPIR-23-03-001 Linked DIME Sample ID
The fabricator/manufacturer/facility nameNational Ready Mix - Canoga Park 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)91-19-0046
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 inch
The concrete mix design numberS58522 Lot number
Sublot number Aggregate Mix Number

Test Details

DIME Sample ID: 2023-03-07-5
DIME Test ID: 2023-03-07-5-2
Testing Lab: Kleinfelder, Incorporated - Los Angeles
Test Method: CTM 202-November 2011: Method of Test for Sieve Analysis of Fine and Coarse Aggregates
Test Release Date: 2023-03-08

Test Results


What size aggregate is being tested?: 0.375 in x No. 8 - 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: Hussaya Leelakitrungruang
Date of test: 03/08/2023
Cumulative percent passing the 1/2 in. sieve: 100 %
Cumulative percent passing the 3/8 in. sieve: 95 %
Cumulative percent passing the #4 sieve: 17 %
Cumulative percent passing the #8 sieve: 5 %
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 3/8/2023