Summary for Test 2023-10-28-9-2
Test performed: AASHTO T176-08Project Information
Project Identifiers | Project ID: 214336 DEA: 07302404 EFIS: 0713000488 |
---|---|
DIST-CO-RTE-PM | 07-VEN-101-37/40 |
Award Date | 11/17/2020 |
Closeout Date | 09/24/2024 |
Work Description | PADRE JUAN REHAB |
Location Description | VEN 101 |
QA Service Level | 1 (Verified on 02/26/2021) |
Sample Information
Sample Taken Date | 10/28/2023 | Sample Unique Key | 9 |
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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 | 10/30/2023 |
Sample type | Quality Assurance | A brief description of the sample | 3/4" RHMA-G |
The quantity of what the sample constitutes | 0-750 Tons | From where was the sample collected | Manufacturer |
First name of sampler or witnessed by | Kevin | Last name of sampler or witnessed by | Hopkins |
Title of sampler | Plant Inspector | Telephone number of sampler | |
Laboratory sample identification | KH215P | Linked DIME Sample ID | |
The fabricator/manufacturer/facility name | Granite HMA, Santa Paula | Transportation Laboratory (TL) Number | C102823A |
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) | 91-19-0046 |
---|---|---|---|
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 | Conveyor Belt | |
Where the material sample would have been placed if not sampled | Primary Aggregate Nominal Size | 3/4 inch | |
The concrete mix design number | JMF 1556 | Lot number | |
Sublot number | Aggregate Mix Number | JMF 1556 |
Test Details
DIME Sample ID: 2023-10-28-9
DIME Test ID: 2023-10-28-9-2
Testing Lab: CT D07 - Plant Services
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: 2023-11-01
Test Results
How many times will the test be run?: 3 Times
Input Type: Measured
Tester's full name: Kevin Hopkins
Date of test: 10/31/2023
Clay Level (Test 1): 47
Sand Level (Test 1): 40
Clay Level (Test 2): 50
Sand Level (Test 2): 41
Clay Level (Test 3): 47
Sand Level (Test 3): 39
Sand Equivalent (Test 1): 86
Sand Equivalent (Test 2): 82
Sand Equivalent (Test 3): 83
Sand Equivalent: 84
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 11/1/2023 ✔