Summary for Test 2026-03-16-78-3

Test performed: CTM 217-June 2011

Project Information

Project IdentifiersProject ID: 1000259
DEA: 050N74V4
EFIS: 0522000043
DIST-CO-RTE-PM05-SB-101-9.2/9.7
Award Date02/08/2024
Closeout DateNot set
Work DescriptionNot set
Location DescriptionFOR CONSTRUCTION ON STATE HIGHWAY IN SANTA BARBARA COUNTY AT MONTECITO FROM 0.2 MILE NORTH OF SHEFFIELD DRIVE UNDERCROSSING TO 0.3 MILE SOUTH OF SAN YSIDRO ROAD OVERCROSSING
QA Service Level1 (Verified on 04/15/2024)

Sample Information

Sample Taken Date03/16/2026 Sample Unique Key78
Date that the sample was received by the laboratory/organization performing the testing03/16/2026 Sample typeQuality Assurance
A brief description of the sampleConcrete Test Samples The quantity of what the sample constitutes70 cy
From where was the sample collectedJob Site First name of sampler or witnessed byJesse
Last name of sampler or witnessed byGomez Title of sampler
Telephone number of sampler Laboratory sample identification
Linked DIME Sample ID The fabricator/manufacturer/facility nameCEMEX Santa Barbara
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)Grimes Canyon
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 collectedSample Pad - Stockpile
Where the material sample would have been placed if not sampled Primary Aggregate Nominal Size1 inch
The concrete mix design number Lot number
Sublot number Aggregate Mix Number

Test Details

DIME Sample ID: 2026-03-16-78
DIME Test ID: 2026-03-16-78-3
Testing Lab: CT D05 - Carpinteria Field Laboratory
Test Method: CTM 217-June 2011: Method of Test for Sand Equivalent
Test Release Date: 2026-04-08

Test Results


Number of tests: 1
Input Type: Measured
Tester's full name: Bryan Stewart
Date of test: 03/16/2026
Temperature correction: 0
Temperature of solution: 72
Clay reading (test 1): 4.8
Sand reading (test 1): 3.9
Sand equivalent (test 1): 82
Sand equivalent before temperature correction: 82
Sand equivalent after temperature correction: 82
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 4/8/2026 ✔