Summary for Test 2025-07-28-72-2

Test performed: CTM 217-June 2011

Project Information

Project IdentifiersProject ID: 995206
DEA: 07354804
EFIS: 0718000356
DIST-CO-RTE-PM07-LA-5808-
Award Date04/03/2024
Closeout DateNot set
Work DescriptionBUILDING WORK.
Location DescriptionLOS ANGELES COUNTY IN CULVER CITY AT THE CULVER CITY MAINTENANCE STATION AT 5650 SELMARAINE DRIVE
QA Service Level1 (Verified on 12/08/2023)

Sample Information

Sample Taken Date07/28/2025 Sample Unique Key72
Date that the sample was received by the laboratory/organization performing the testing07/22/2025 Sample typeAcceptance
A brief description of the sampleClass 3 Aggregate Base The quantity of what the sample constitutesNA
From where was the sample collectedJob Site First name of sampler or witnessed bySopheak
Last name of sampler or witnessed byChong Title of samplerTEC
Telephone number of sampler Laboratory sample identification25-563
Linked DIME Sample ID The fabricator/manufacturer/facility namevulcan materials
Transportation Laboratory (TL) Number015476 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)NA
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 collectedstock pile
Where the material sample would have been placed if not sampled Primary Aggregate Nominal Size3/4 inch
The concrete mix design number Lot number
Sublot number Aggregate Mix Number

Test Details

DIME Sample ID: 2025-07-28-72
DIME Test ID: 2025-07-28-72-2
Testing Lab: CT D07 - Materials Field Laboratory, Unit 1953
Test Method: CTM 217-June 2011: Method of Test for Sand Equivalent
Test Release Date: 2025-11-06

Test Results


Number of tests: 1
Input Type: Measured
Tester's full name: Lou Ralph Achuela
Date of test: 07/30/2025
Temperature correction: 0
Temperature of solution: 75
Clay reading (test 1): 89
Sand reading (test 1): 36
Sand equivalent (test 1): 41
Sand equivalent before temperature correction: 41
Sand equivalent after temperature correction: 41
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 11/6/2025 ✔