Summary for Test 2020-12-15-18-4
Test performed: AASHTO T176-08Project Information
| Project Identifiers | Project ID: 66667 DEA: JMFPP EFIS: 0019000043 |
|---|---|
| DIST-CO-RTE-PM | 59--- |
| Award Date | Not set |
| Closeout Date | Not set |
| Work Description | Special project for submitting Sample information for JMF Prequalification Program. |
| Location Description | Not set |
| QA Service Level | NOT VERIFIED |
Sample Information
| Sample Taken Date | 12/15/2020 | Sample Unique Key | 18 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 01/06/2021 | Sample type | Verification |
| A brief description of the sample | Bags of Aggregate | The quantity of what the sample constitutes | One JMFPP Verification |
| From where was the sample collected | Manufacturer | First name of sampler or witnessed by | CJ |
| Last name of sampler or witnessed by | Sousa | Title of sampler | QC |
| Telephone number of sampler | Laboratory sample identification | D5 21-J-001 | |
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | Syar Todd Batch | |
| Transportation Laboratory (TL) Number | Inspector Lot Number from the Transportation Laboratory (TL) Form | ||
| Structure unique identifier | Structure name | ||
| Bid Item | Not set |
Material Information
| Material Type | Aggregate | Source Identification (SMARA, name of Pit or Job Site) | 91-49-0004::CANYON ROCK CO., INC. |
|---|---|---|---|
| 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 | At the Plant | |
| Where the material sample would have been placed if not sampled | Primary Aggregate Nominal Size | 3/4 inch | |
| The concrete mix design number | Lot number | ||
| Sublot number | Aggregate Mix Number | Not set |
Test Details
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DIME Sample ID: 2020-12-15-18
DIME Test ID: 2020-12-15-18-4
Testing Lab: CT D05 - San Luis Obispo District 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: 2021-01-22
Test Results
How many times will the test be run?: 3 Times
Input Type: Measured
Tester's full name: Daniel Gingras
Date of test: 01/12/2021
Clay Level (Test 1): 5.9
Sand Level (Test 1): 3.7
Clay Level (Test 2): 6
Sand Level (Test 2): 3.8
Clay Level (Test 3): 6
Sand Level (Test 3): 3.7
Sand Equivalent (Test 1): 63
Sand Equivalent (Test 2): 64
Sand Equivalent (Test 3): 62
Sand Equivalent: 63
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 1/22/2021 ✔