Summary for Test 2022-04-01-15-4

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 Date11/17/2020
Closeout Date09/24/2024
Work DescriptionPADRE JUAN REHAB
Location DescriptionVEN 101
QA Service Level1 (Verified on 02/26/2021)

Sample Information

Sample Taken Date04/01/2022 Sample Unique Key15
Date that the sample was received by the laboratory/organization performing the testing04/04/2022 Sample typeDepartment Acceptance
A brief description of the sample1x4 and WCS The quantity of what the sample constitutes100 cy
From where was the sample collectedJob Site First name of sampler or witnessed byVictor
Last name of sampler or witnessed byPham Title of sampler
Telephone number of sampler2137924794 Laboratory sample identification
Linked DIME Sample ID The fabricator/manufacturer/facility nameShort Load- Rte 101
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)91-33-0035
The fabricator's/manufacturer's product name for the samplePCC mix The fabricator/manufacturer designation for the samplemix CTS-65-EHI
The plant numbershort load ventura A detailed description of where the material sample was collectedStockpile @ Yard
Where the material sample would have been placed if not sampledslab replacement Primary Aggregate Nominal Size1 inch
The concrete mix design numberCTS-65-EHI Lot number
Sublot number Aggregate Mix NumberNot set

Test Details

DIME Sample ID: 2022-04-01-15
DIME Test ID: 2022-04-01-15-4
Testing Lab: CT D07 - Plant Services, Unit 1841
Test Method: CTM 217-June 2011: Method of Test for Sand Equivalent
Test Release Date: 2022-04-07

Test Results


Number of tests: 2
Input Type: Measured
Tester's full name: Victor Pham
Date of test: 04/04/2022
Temperature correction: 0
Temperature of solution: 72
Clay reading (test 1): 4.3
Sand reading (test 1): 3.9
Clay reading (test 2): 4.9
Sand reading (test 2): 4.5
Sand equivalent (test 1): 91
Sand equivalent (test 2): 92
Sand equivalent before temperature correction: 92
Sand equivalent after temperature correction: 92
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 4/7/2022 ✔