Summary for Test 2023-01-27-35-4
Test performed: AASHTO T176-08Project Information
Project Identifiers | Project ID: 66669 DEA: JMF-DATA EFIS: JMF-DATA |
---|---|
DIST-CO-RTE-PM | 59--- |
Award Date | Not set |
Closeout Date | Not set |
Work Description | Special project for storing JMF sample data |
Location Description | Not set |
QA Service Level | NOT VERIFIED |
Sample Information
Sample Taken Date | 01/27/2023 | Sample Unique Key | 35 |
---|---|---|---|
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 testing | 02/13/2023 |
Sample type | Verification | A brief description of the sample | Aggregate |
The quantity of what the sample constitutes | 6 Bags | From where was the sample collected | Source |
First name of sampler or witnessed by | Glenn | Last name of sampler or witnessed by | Bradley |
Title of sampler | Telephone number of sampler | ||
Laboratory sample identification | 23-JMFPP-0014 | Linked DIME Sample ID | 2023-02-13-6 |
The fabricator/manufacturer/facility name | SPM Templeton | Transportation Laboratory (TL) Number | |
Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
Structure name |
Material Information
Material Type | Aggregate | Source Identification (SMARA, name of Pit or Job Site) | 91-10-0006 |
---|---|---|---|
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 collected | Plant | |
Where the material sample would have been placed if not sampled | Primary Aggregate Nominal Size | 1/2 inch | |
The concrete mix design number | Lot number | ||
Sublot number | Aggregate Mix Number |
Test Details
DIME Sample ID: 2023-01-27-35
DIME Test ID: 2023-01-27-35-4
Testing Lab: CT HQ - Sacramento Aggregate Testing Laboratory
Test Method: AASHTO T176-08: Standard Method of Test for Plastic Fines in Graded Aggregates and Soils by Use of the Sand Equivalent Test (Sand Equivalent)
Test Release Date: 2023-02-24
Test Results
How many times will the test be run?: 3 Times
Input Type: Measured
Tester's full name: Bang Nguyen
Date of test: 02/22/2023
Clay Level (Test 1): 6.2
Sand Level (Test 1): 4
Clay Level (Test 2): 6.2
Sand Level (Test 2): 4
Clay Level (Test 3): 6.2
Sand Level (Test 3): 3.9
Sand Equivalent (Test 1): 65
Sand Equivalent (Test 2): 65
Sand Equivalent (Test 3): 63
Sand Equivalent: 65
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 2/24/2023 ✔