Summary for Test 2023-12-22-7-1

Test performed: CTM 217-June 2011

Project Information

Project IdentifiersProject ID: 995263
DEA: 061G3304
EFIS: 0624000029
DIST-CO-RTE-PM06-FRE-180-118/138
Award Date08/21/2023
Closeout Date05/09/2025
Work DescriptionFRE 180 Emergency Slope Repairs.
Location DescriptionNot set
QA Service Level1 (Verified on 10/20/2023)

Sample Information

Sample Taken Date12/22/2023 Sample Unique Key7
Will the laboratory/organization for which you are a member perform testing on this material sample?Yes Date that the sample was received by the laboratory/organization performing the testing12/22/2023
Sample typeDepartment Acceptance A brief description of the sample3/8" Agg. and sand
The quantity of what the sample constitutes1-1000 cy From where was the sample collectedManufacturer
First name of sampler or witnessed byAruther Last name of sampler or witnessed byMills
Title of sampler Telephone number of sampler
Laboratory sample identification Linked DIME Sample ID
The fabricator/manufacturer/facility nameOutback Materials 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)Outback fresno
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 Size3/8 inch
The concrete mix design number Lot number
Sublot number Aggregate Mix Number

Test Details

DIME Sample ID: 2023-12-22-7
DIME Test ID: 2023-12-22-7-1
Testing Lab: CT D06 - Millbrook Field Laboratory
Test Method: CTM 217-June 2011: Method of Test for Sand Equivalent
Test Release Date: 2023-12-27

Test Results


Number of tests: 1
Input Type: Measured
Tester's full name: Tomas Silva
Date of test: 12/26/2023
Temperature correction: 0
Temperature of solution: 72
Clay reading (test 1): 5.2
Sand reading (test 1): 4
Sand equivalent (test 1): 77
Sand equivalent before temperature correction: 77
Sand equivalent after temperature correction: 77
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 12/27/2023