Summary for Test 2025-06-13-82-3

Test performed: CTM 227-December 2014

Project Information

Project IdentifiersProject ID: 994586
DEA: 081C08U4
EFIS: 0822000142
DIST-CO-RTE-PM08-RIV-10-R134.0/R156.5
Award Date06/22/2023
Closeout DateNot set
Work DescriptionPLACE HMA (TYPE A), JPCP, IMPORTED BORROW, ROADWAY EXCAVATION & CL2 AB
Location DescriptionRIVERSIDE COUNTY FROM 1.1 MILES WEST OF WILEY WELL ROAD OVERCROSSING TO CALIFORNIA/ARIZONA STATE LINE
QA Service Level1 (Verified on 08/02/2023)

Sample Information

Sample Taken Date06/13/2025 Sample Unique Key82
Date that the sample was received by the laboratory/organization performing the testing06/13/2025 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 byMario
Last name of sampler or witnessed byAparicio Title of sampler
Telephone number of sampler Laboratory sample identification
Linked DIME Sample ID The fabricator/manufacturer/facility nameCoffman Specialties
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)Fisher Industries - Ehrenberg, AZ
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 Size1 inch
The concrete mix design number2102-SAS Lot number
Sublot number Aggregate Mix Number

Test Details

DIME Sample ID: 2025-06-13-82
DIME Test ID: 2025-06-13-82-3
Testing Lab: Sequoia Consultants
Test Method: CTM 227-December 2014: Method of Test for Evaluating Cleanness of Coarse Aggregate (Cleanness)
Test Release Date: 2025-12-04

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: Anthony Bueno
Date of test: 06/18/2025
Cleanness value (11/2 in. maximum aggregate mix): 77
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 12/4/2025 ✔