Summary for Test 2022-08-25-36-2

Test performed: CTM 217-June 2011

Project Information

Project IdentifiersProject ID: 214336
DEA: 07302404
EFIS: 0713000488
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 Date08/25/2022 Sample Unique Key36
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 testing08/26/2022
Sample typeAcceptance A brief description of the sampleLCB Aggregate
The quantity of what the sample constitutes1 Bag of LCB Aggregate 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 sampler12137986076
Laboratory sample identification Linked DIME Sample ID
The fabricator/manufacturer/facility nameGranite Construction Company 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 or name of Pit)Granite Yard - recycled Base
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 Size3/4 inch
The concrete mix design numberG3-22-LRCYB-297R Lot number
Sublot number Aggregate Mix NumberNot set

Test Details

DIME Sample ID: 2022-08-25-36
DIME Test ID: 2022-08-25-36-2
Testing Lab: CT D07 - Plant Services
Test Method: CTM 217-June 2011: Method of Test for Sand Equivalent
Test Release Date: 2022-09-06

Test Results

Number of tests: 2
Input Type: Measured
Tester's full name: Avo Karajian
Date of test: 08/26/2022
Temperature correction: 0
Temperature of solution: 75
Clay reading (test 1): 5.9
Sand reading (test 1): 4
Clay reading (test 2): 5.9
Sand reading (test 2): 4
Sand equivalent (test 1): 68
Sand equivalent (test 2): 68
Sand equivalent before temperature correction: 68
Sand equivalent after temperature correction: 68
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 9/6/2022