Summary for Test 2025-05-02-57-3

Test performed: CTM 217-June 2011

Project Information

Project IdentifiersProject ID: 66666
DEA: APP
EFIS: 0019000052
DIST-CO-RTE-PM59---
Award DateNot set
Closeout DateNot set
Work DescriptionSpecial project for submitting Sample information for Aggregate Pre-approval Program (APP). Object Code: 1025. J2 DEA: 912680.
Location DescriptionNot set
QA Service LevelNOT VERIFIED

Sample Information

Sample Taken Date05/02/2025 Sample Unique Key57
Date that the sample was received by the laboratory/organization performing the testing05/16/2025 Sample typeAggregate Prequalification Program
A brief description of the sampleState Sand The quantity of what the sample constitutes3 bags
From where was the sample collectedSource First name of sampler or witnessed byKreetha
Last name of sampler or witnessed byMekchai Title of sampler
Telephone number of sampler Laboratory sample identification
Linked DIME Sample ID2025-05-05-68 The fabricator/manufacturer/facility nameVulcan Materials - Fish Canyon Quarry
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)91-19-0035
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 collectedStockpile @ Plant
Where the material sample would have been placed if not sampled Primary Aggregate Nominal Sizefine
The concrete mix design number Lot number
Sublot number Aggregate Mix Number

Test Details

DIME Sample ID: 2025-05-02-57
DIME Test ID: 2025-05-02-57-3
Testing Lab: Vulcan Materials Company - Irwindale
Test Method: CTM 217-June 2011: Method of Test for Sand Equivalent
Test Release Date: 2025-06-19

Test Results


Number of tests: 1
Input Type: Calculated
Tester's full name: MAX WALDORF
Date of test: 05/02/2025
Temperature correction: 0
Temperature of solution: 73
Clay reading (test 1): 45
Sand reading (test 1): 40
Sand equivalent (test 1): 89
Sand equivalent before temperature correction: 89
Sand equivalent after temperature correction: 89
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 6/19/2025