Summary for Test 2025-06-20-106-4

Test performed: CTM 202-November 2011

Project Information

Project IdentifiersProject ID: 1000315
DEA: 07301604
EFIS: 0714000024
DIST-CO-RTE-PM07-LA-91,110,710-Var
Award Date07/31/2024
Closeout DateNot set
Work DescriptionINSTALL FIBER REINFORCED POLYMER SYSTEM (COLUMN) AND COLUMN CASING.
Location DescriptionLOS ANGELES COUNTY AT VARIOUS LOCATIONS
QA Service Level1 (Verified on 05/13/2024)

Sample Information

Sample Taken Date06/20/2025 Sample Unique Key106
Date that the sample was received by the laboratory/organization performing the testing06/20/2025 Sample typeQuality Control
A brief description of the sample1x4 concrete aggregates The quantity of what the sample constitutes1 per batch
From where was the sample collectedSupplier First name of sampler or witnessed byRodrigo
Last name of sampler or witnessed byLupian Title of sampler
Telephone number of sampler Laboratory sample identification
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
Bid ItemNot set

Material Information

Material TypeAggregate Source Identification (SMARA, name of Pit or Job Site)91-33-0008
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 collectedstockpile or belt cut
Where the material sample would have been placed if not sampled Primary Aggregate Nominal Size3/8 inch
The concrete mix design numberRRM11012 Lot number
Sublot number Aggregate Mix Number

Test Details

DIME Sample ID: 2025-06-20-106
DIME Test ID: 2025-06-20-106-4
Testing Lab: Sequoia Consultants
Test Method: CTM 202-November 2011: Method of Test for Sieve Analysis of Fine and Coarse Aggregates
Test Release Date: 2025-10-01

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?: Yes
For Combined Gradation only, use #40 Sieve?: No
Input Type: Calculated
Tester's full name: Anthony Bueno
Date of test: 06/24/2025
Sieve SizeCumulative Percent Passing
100 %
91 %
10 %
1 %
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 10/1/2025 ✔