Summary for Test 2025-02-26-6-4

Test performed: CTM 217-June 2011

Project Information

Project IdentifiersProject ID: 1000402
DEA: 11430384
EFIS: 1118000114
DIST-CO-RTE-PM11-SD-805-23.7/28.5
Award Date10/09/2024
Closeout DateNot set
Work DescriptionREPLACE DRAINAGE, CONCRETE PAVEMENT, AND MODIFY ELECTRICAL SYSTEMS.
Location DescriptionSAN DIEGO COUNTY IN SAN DIEGO FROM 0.1 MILE NORTH OF ROUTE 805/52 SEPARATION TO ROUTE 5/805 SEPARATION
QA Service Level1 (Verified on 11/18/2024)

Sample Information

Sample Taken Date02/26/2025 Sample Unique Key6
Date that the sample was received by the laboratory/organization performing the testing02/27/2025 Sample typeQuality Assurance
A brief description of the sample1x4 concrete aggregates The quantity of what the sample constitutes3 bags
From where was the sample collectedSupplier First name of sampler or witnessed byDerrick
Last name of sampler or witnessed byMcCovy Title of sampler
Telephone number of sampler6193722435 Laboratory sample identification25-02-26-6
Linked DIME Sample ID The fabricator/manufacturer/facility nameCalPortland
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)Not Provided
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 collectedPlant
Where the material sample would have been placed if not sampled Primary Aggregate Nominal Size1 inch
The concrete mix design number00336362 Lot number
Sublot number Aggregate Mix Number

Test Details

DIME Sample ID: 2025-02-26-6
DIME Test ID: 2025-02-26-6-4
Testing Lab: CT D11 - District 11 Materials Laboratory
Test Method: CTM 217-June 2011: Method of Test for Sand Equivalent
Test Release Date: 2025-03-05

Test Results


Number of tests: 3
Input Type: Measured
Tester's full name: Mohammad Abbassi
Date of test: 03/05/2025
Temperature correction: 0
Temperature of solution: 77
Clay reading (test 1): 5.2
Sand reading (test 1): 4
Clay reading (test 2): 5.1
Sand reading (test 2): 4
Clay reading (test 3): 5.4
Sand reading (test 3): 4.1
Sand equivalent (test 1): 77
Sand equivalent (test 2): 79
Sand equivalent (test 3): 76
Sand equivalent before temperature correction: 78
Sand equivalent after temperature correction: 78
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 3/5/2025 ✔