Summary for Test 2023-12-09-2-6

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 Date12/09/2023 Sample Unique Key2
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 testing12/14/2023
Sample typeDepartment Acceptance A brief description of the sample1x4 PCC Aggregates
The quantity of what the sample constitutes110 CY From where was the sample collectedManufacturer
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 nameGranite - Santa Barbara 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)91-19-0046
The fabricator's/manufacturer's product name for the sample The fabricator/manufacturer designation for the sampleMix G3-22PRS-299
The plant numberSanta Barbara 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 Size1 inch
The concrete mix design numberG3-22PRS-299 Lot number
Sublot number Aggregate Mix Number

Test Details

DIME Sample ID: 2023-12-09-2
DIME Test ID: 2023-12-09-2-6
Testing Lab: CT D07 - Plant Services
Test Method: CTM 217-June 2011: Method of Test for Sand Equivalent
Test Release Date: 2024-01-08

Test Results


Number of tests: 2
Input Type: Measured
Tester's full name: A.Truong
Date of test: 12/14/2023
Temperature correction: 0
Temperature of solution: 72
Clay reading (test 1): 4.7
Sand reading (test 1): 3.9
Clay reading (test 2): 4.8
Sand reading (test 2): 3.9
Sand equivalent (test 1): 83
Sand equivalent (test 2): 82
Sand equivalent before temperature correction: 83
Sand equivalent after temperature correction: 83
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 1/8/2024