Summary for Test 2026-02-23-37-3

Test performed: CTM 227-December 2014

Project Information

Project IdentifiersProject ID: 993551
DEA: 07279124
EFIS: 0715000076
Permit Numbers: 0722AOP1645
DIST-CO-RTE-PM07-LA-57-60-R4.3/R4.5
Award Date01/12/2023
Closeout DateNot set
Work DescriptionSTATE ROUTE 57 and 60 HIGHWAYS CONFLUENCE CHOKEPOINT RELIEF PROJECT PHASE II
Location DescriptionCITY of DIAMOND BAR and CITY of INDUSTRY LOS ANGELES COUNTY, CALIFORNIA
QA Service Level2 (Verified on 02/04/2022)

Sample Information

Sample Taken Date02/23/2026 Sample Unique Key37
Date that the sample was received by the laboratory/organization performing the testing02/24/2026 Sample typeQuality Control
A brief description of the sampleCIP aggregates The quantity of what the sample constitutes1 per batch
From where was the sample collectedFabricator First name of sampler or witnessed byChris
Last name of sampler or witnessed byAcevedo Title of sampler
Telephone number of sampler Laboratory sample identification
Linked DIME Sample ID The fabricator/manufacturer/facility nameRobertson R/M - Pomona
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)SR-57 and SR-60 Interchange Improv Robertson R/M - Pomona
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 cut or stockpile
Where the material sample would have been placed if not sampled Primary Aggregate Nominal Size3/8 inch
The concrete mix design number Lot number
Sublot number Aggregate Mix Number

Test Details

DIME Sample ID: 2026-02-23-37
DIME Test ID: 2026-02-23-37-3
Testing Lab: Sequoia Consultants
Test Method: CTM 227-December 2014: Method of Test for Evaluating Cleanness of Coarse Aggregate (Cleanness)
Test Release Date: 2026-05-04

Test Results


Describe the gradation of the aggregate or the test method:: Mix of sizes - max 1.5 in.
Input Type: Calculated
Tester's full name: John Romero
Date of test: 02/24/2026
Cleanness value (11/2 in. maximum aggregate mix): 84
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 5/4/2026 ✔