Summary for Test 2022-07-08-27-3

Test performed: CTM 217-June 2011

Project Information

Project IdentifiersProject ID: 214336
DEA: 07302404
EFIS: 0713000488
DIST-CO-RTE-PM07-VEN-101-37/40
Award DateNot set
Closeout DateNot set
Work DescriptionPADRE JUAN REHAB
Location DescriptionVEN 101
QA Service Level1 (Verified on 02/26/2021)

Sample Information

Sample Taken Date07/08/2022 Sample Unique Key27
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 testing07/12/2022
Sample typeVerification A brief description of the sampleLCB Aggregate
The quantity of what the sample constitutes1 Bag of LCB From where was the sample collectedSource
First name of sampler or witnessed byAvo Last name of sampler or witnessed byKarajian
Title of sampler Telephone number of sampler
Laboratory sample identification Linked DIME Sample ID
The fabricator/manufacturer/facility nameGranite Construction Transportation Laboratory (TL) Number
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifier
Structure name

Material Information

Material TypeAggregate Source Identification (SMARA, name of Pit or Job Site)N/A
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
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: 2022-07-08-27
DIME Test ID: 2022-07-08-27-3
Testing Lab: CT D07 - Plant Services
Test Method: CTM 217-June 2011: Method of Test for Sand Equivalent
Test Release Date: 2022-07-13

Test Results


Number of tests: 2
Input Type: Measured
Tester's full name: Avo Karajian
Date of test: 07/12/2022
Temperature correction: 0
Temperature of solution: 75
Clay reading (test 1): 5.9
Sand reading (test 1): 3.5
Clay reading (test 2): 5.9
Sand reading (test 2): 3.5
Sand equivalent (test 1): 60
Sand equivalent (test 2): 60
Sand equivalent before temperature correction: 60
Sand equivalent after temperature correction: 60
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 7/13/2022