Summary for Test 2022-08-30-79-2

Test performed: CTM 217-June 2011

Project Information

Project IdentifiersProject ID: 993354
DEA: 023J1204
EFIS: 0222000010
DIST-CO-RTE-PM02-BUT,BUT/PLU-70-22/45 (PLU), 4/45
Award Date07/26/2021
Closeout Date07/27/2023
Work DescriptionNot set
Location DescriptionNot set
QA Service Level1 (Verified on 11/01/2021)

Sample Information

Sample Taken Date08/30/2022 Sample Unique Key79
Date that the sample was received by the laboratory/organization performing the testing08/30/2022 Sample typeDepartment Acceptance
A brief description of the sample4 bags of 3/4-inch Class 2 Aggregate Base for use in Structural Backfill The quantity of what the sample constitutesStructural Backfill?
From where was the sample collectedManufacturer First name of sampler or witnessed byDave
Last name of sampler or witnessed byLockett Title of samplerConsultant
Telephone number of sampler Laboratory sample identificationD79146
Linked DIME Sample ID The fabricator/manufacturer/facility nameVulcan Materials
Transportation Laboratory (TL) Number036612 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)Vulcan Materials
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 collectedManufacturing Facility
Where the material sample would have been placed if not sampled Primary Aggregate Nominal Size3/4 inch
The concrete mix design number Lot number
Sublot number Aggregate Mix NumberNot set

Test Details

DIME Sample ID: 2022-08-30-79
DIME Test ID: 2022-08-30-79-2
Testing Lab: CT D02 - Redding Northern Regional Laboratory
Test Method: CTM 217-June 2011: Method of Test for Sand Equivalent
Test Release Date: 2022-09-12

Test Results


Number of tests: 3
Input Type: Measured
Tester's full name: Khue Yang
Date of test: 09/06/2022
Temperature correction: 0
Temperature of solution: 20
Clay reading (test 1): 4.9
Sand reading (test 1): 3.5
Clay reading (test 2): 5.1
Sand reading (test 2): 3.6
Clay reading (test 3): 4.9
Sand reading (test 3): 3.4
Sand equivalent (test 1): 72
Sand equivalent (test 2): 71
Sand equivalent (test 3): 70
Sand equivalent before temperature correction: 71
Sand equivalent after temperature correction: 71
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 9/12/2022 ✔