Summary for Test 2025-04-21-57-3

Test performed: CTM 217-June 2011

Project Information

Project IdentifiersProject ID: 1000028
DEA: 081J8404
EFIS: 0818000121
DIST-CO-RTE-PM08-SBD-40,58,62,95-Var
Award Date06/28/2024
Closeout DateNot set
Work DescriptionINSTALL CMS SYSTEM, FURNISH SIGN STRUCTURE, AND SIGN FOUNDATION.
Location DescriptionSAN BERNARDINO COUNTY AT VARIOUS LOCATIONS
QA Service Level1 (Verified on 01/18/2024)

Sample Information

Sample Taken Date04/21/2025 Sample Unique Key57
Date that the sample was received by the laboratory/organization performing the testing04/21/2025 Sample typeAcceptance
A brief description of the samplePCC Aggregates The quantity of what the sample constitutes3 bags
From where was the sample collectedManufacturer First name of sampler or witnessed byMohammed
Last name of sampler or witnessed byHaque Title of sampler
Telephone number of sampler Laboratory sample identification
Linked DIME Sample ID The fabricator/manufacturer/facility nameHi-Grade - Oro Grande
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)Hi-Grade Materials, Twentynine Palms
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 numberCT675F25D Lot number
Sublot number Aggregate Mix Number

Test Details

DIME Sample ID: 2025-04-21-57
DIME Test ID: 2025-04-21-57-3
Testing Lab: CT D08 - Barstow Field Laboratory 1
Test Method: CTM 217-June 2011: Method of Test for Sand Equivalent
Test Release Date: 2025-04-30

Test Results


Number of tests: 2
Input Type: Calculated
Tester's full name: Mohammed Haque
Date of test: 04/30/2025
Temperature correction: 0
Temperature of solution: 72
Clay reading (test 1): 4.1
Sand reading (test 1): 3.5
Clay reading (test 2): 4.1
Sand reading (test 2): 3.4
Sand equivalent (test 1): 86
Sand equivalent (test 2): 83
Sand equivalent before temperature correction: 85
Sand equivalent after temperature correction: 85
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 4/30/2025 ✔