Summary for Test 2024-03-26-25-3
Test performed: AASHTO T176-08Project Information
| Project Identifiers | Project ID: 215425 DEA: 06360244 EFIS: 0613000005 |
|---|---|
| DIST-CO-RTE-PM | 06-TUL-99-30.6/35.2 |
| Award Date | 04/23/2021 |
| Closeout Date | Not set |
| Work Description | Widen Freeway & Bridge Construction (Concrete Bridge) |
| Location Description | Not set |
| QA Service Level | 1 (Verified on 11/01/2021) |
Sample Information
| Sample Taken Date | 03/26/2024 | Sample Unique Key | 25 |
|---|---|---|---|
| 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 | 03/26/2024 |
| Sample type | Acceptance | A brief description of the sample | 3/4" HMA -A PG 64-10 |
| The quantity of what the sample constitutes | L6SL24 | From where was the sample collected | Supplier |
| First name of sampler or witnessed by | Neale | Last name of sampler or witnessed by | Brown |
| Title of sampler | Consultant Tester | Telephone number of sampler | |
| Laboratory sample identification | Linked DIME Sample ID | ||
| The fabricator/manufacturer/facility name | Porterville Rock and Recycle PAI | 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) | 0613000005 |
|---|---|---|---|
| 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 | Lot number | 6 | |
| Sublot number | 24 | Aggregate Mix Number |
Test Details
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DIME Sample ID: 2024-03-26-25
DIME Test ID: 2024-03-26-25-3
Testing Lab: CT D06 - Bakersfield Field 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: 2024-03-26
Test Results
How many times will the test be run?: 3 Times
Input Type: Measured
Tester's full name: Neale Brown
Date of test: 03/26/2024
Clay Level (Test 1): 5.4
Sand Level (Test 1): 3.7
Clay Level (Test 2): 5.6
Sand Level (Test 2): 3.8
Clay Level (Test 3): 5.5
Sand Level (Test 3): 3.8
Sand Equivalent (Test 1): 69
Sand Equivalent (Test 2): 68
Sand Equivalent (Test 3): 70
Sand Equivalent: 69
General comments (publicly viewable) (Max 1000 characters):
Test File Attachments
| File Name | Extension | File Size | Date Uploaded | Test ID | Actions |
|---|---|---|---|---|---|
| 06-360244_37043_240326_L6SL24_T027_HMA | 116.86 KB | 03/26/2024 | 2024-03-26-25-3 | Info |
Test was verified on 3/26/2024 ✔