Summary for Test 2024-04-16-36-2

Test performed: CTM 217-June 2011

Project Information

Project IdentifiersProject ID: 994648
DEA: 070W3904
EFIS: 0722000045
DIST-CO-RTE-PM07-VEN-101-10.7/26.7
Award Date06/20/2023
Closeout DateNot set
Work DescriptionSLURRY SEAL.
Location DescriptionVENTURA COUNTY FROM CAMARILLO SPRINGS ROAD UNDERCROSSING IN CAMARILLO TO MAIN STREET UNDERCROSSING IN VENTURA
QA Service Level1 (Verified on 07/24/2023)

Sample Information

Sample Taken Date04/16/2024 Sample Unique Key36
Date that the sample was received by the laboratory/organization performing the testing04/17/2024 Sample typeDepartment Acceptance
A brief description of the sampleSlurry Seal Type III The quantity of what the sample constitutes300 tons
From where was the sample collectedSource First name of sampler or witnessed byAvo
Last name of sampler or witnessed byKarajian Title of samplerPlant Inspector
Telephone number of sampler Laboratory sample identification
Linked DIME Sample ID The fabricator/manufacturer/facility nameIntermountain Slurry
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)Granite, Big Rock
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 Sizefine
The concrete mix design numberslurry seal type III Lot number
Sublot number Aggregate Mix Number

Test Details

DIME Sample ID: 2024-04-16-36
DIME Test ID: 2024-04-16-36-2
Testing Lab: CT D07 - Plant Services, Unit 1841
Test Method: CTM 217-June 2011: Method of Test for Sand Equivalent
Test Release Date: 2024-04-23

Test Results


Number of tests: 3
Input Type: Measured
Tester's full name: Avo Karajian
Date of test: 04/17/2024
Temperature correction: 0
Temperature of solution: 75
Clay reading (test 1): 6.2
Sand reading (test 1): 4
Clay reading (test 2): 5.9
Sand reading (test 2): 3.9
Clay reading (test 3): 5.9
Sand reading (test 3): 3.9
Sand equivalent (test 1): 65
Sand equivalent (test 2): 67
Sand equivalent (test 3): 67
Sand equivalent before temperature correction: 67
Sand equivalent after temperature correction: 67
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 4/23/2024 ✔