Summary for Test 2024-07-31-39-2
Test performed: AASHTO T176-08Project Information
| Project Identifiers | Project ID: 1000010 DEA: 061F8904 EFIS: 0623000107 |
|---|---|
| DIST-CO-RTE-PM | 06-TUL-63-4.0/5.5 |
| Award Date | 03/20/2024 |
| Closeout Date | Not set |
| Work Description | COLD PLANE AC PAVEMENT AND PLACE HMA. |
| Location Description | TULARE COUNTY IN AND NEAR VISALIA FROM AVENUE 264 TO VISALIA PARKWAY |
| QA Service Level | 1 (Verified on 01/08/2024) |
Sample Information
| Sample Taken Date | 07/31/2024 | Sample Unique Key | 39 |
|---|---|---|---|
| Will the laboratory/organization for which you are a member perform testing on this material sample? | No | Date that the sample was received by the laboratory/organization performing the testing | 07/31/2024 |
| Sample type | Acceptance | A brief description of the sample | HMA |
| The quantity of what the sample constitutes | L1SL1 | From where was the sample collected | Source |
| First name of sampler or witnessed by | T | Last name of sampler or witnessed by | Hall |
| Title of sampler | Materials Tester | Telephone number of sampler | |
| Laboratory sample identification | Linked DIME Sample ID | ||
| The fabricator/manufacturer/facility name | Jaxon Baker/Deer Creek | 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) | 91-54-0021 |
|---|---|---|---|
| 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 | coldfeed | |
| 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
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DIME Sample ID: 2024-07-31-39
DIME Test ID: 2024-07-31-39-2
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: 2024-08-06
Test Results
How many times will the test be run?: 3 Times
Input Type: Measured
Tester's full name: Corey Hicks
Date of test: 07/31/2024
Clay Level (Test 1): 4.5
Sand Level (Test 1): 3.4
Clay Level (Test 2): 4.4
Sand Level (Test 2): 3.4
Clay Level (Test 3): 5.1
Sand Level (Test 3): 4
Sand Equivalent (Test 1): 76
Sand Equivalent (Test 2): 78
Sand Equivalent (Test 3): 79
Sand Equivalent: 78
General comments (publicly viewable) (Max 1000 characters):
Test File Attachments
| File Name | Extension | File Size | Date Uploaded | Test ID | Actions |
|---|---|---|---|---|---|
| 06-1F8904_37014_240731_L1SL01_T027_HMA | 116.94 KB | 08/06/2024 | 2024-07-31-39-2 | Info |
Test was verified on 8/6/2024 ✔