Summary for Test 2025-04-28-52-3

Test performed: CTM 217-June 2011

Project Information

Project IdentifiersProject ID: 994084
DEA: 060U8804
EFIS: 0616000074
DIST-CO-RTE-PM06-TUL-99-26.3/27.6
Award Date01/23/2023
Closeout DateNot set
Work DescriptionCONSTRUCT A NEW INTERCHANGE AT COMMERCIAL AVENUE NOW CALLED INTERNATIONAL AGRI-CENTER WAY
Location DescriptionON STATE ROUTE 99
QA Service Level1 (Verified on 03/13/2023)

Sample Information

Sample Taken Date04/28/2025 Sample Unique Key52
Date that the sample was received by the laboratory/organization performing the testing04/28/2025 Sample typeQuality Assurance
A brief description of the sampleConcrete Aggregates The quantity of what the sample constitutes2 Bags
From where was the sample collectedManufacturer First name of sampler or witnessed byChris
Last name of sampler or witnessed byElias Title of samplerConsultant Tester
Telephone number of sampler Laboratory sample identification
Linked DIME Sample ID The fabricator/manufacturer/facility nameCal Portland Farmersville
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)91-54-0022
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 collectedBelt at Plant
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: 2025-04-28-52
DIME Test ID: 2025-04-28-52-3
Testing Lab: CT D06 - Visalia Field Laboratory
Test Method: CTM 217-June 2011: Method of Test for Sand Equivalent
Test Release Date: 2025-05-05

Test Results


Number of tests: 1
Input Type: Measured
Tester's full name: Chris Elias
Date of test: 04/30/2025
Temperature correction: 0
Temperature of solution: 77
Clay reading (test 1): 5.2
Sand reading (test 1): 3.9
Sand equivalent (test 1): 75
Sand equivalent before temperature correction: 75
Sand equivalent after temperature correction: 75
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 5/5/2025 ✔